Job File: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Rain Dir: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================== JOB TITLE ========================== Project Date: 5/25/2004 Project Engineer: Elmer Krussel Project Title: Wyndgate Project Comments: Wyndgate developed runoff with detention S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Table of Contents i Table of Contents ********************** MASTER SUMMARY ********************** Watershed....... Master Network Summary ............. 1.01 *************** NETWORK SUMMARIES (DETAILED) *************** Watershed....... 15-Yr Executive Summary (Nodes) .......... 2.01 Executive Summary (Links) .......... 2.03 Watershed....... 25-yr Executive Summary (Nodes) .......... 2.06 Executive Summary (Links) .......... 2.08 Watershed....... 100-yr Executive Summary (Nodes) .......... 2.11 Executive Summary (Links) .......... 2.13 Network Calcs Sequence ............. 2.16 ****************** DESIGN STORMS SUMMARY ******************* St Charles Count Design Storms ...................... 3.01 St Charles Count 15-Yr Design Storms ...................... 3.02 ********************** RAINFALL DATA *********************** TypeII 24hr.... 15-Yr Synthetic Curve .................... 4.01 Synthetic Cumulative Depth ......... 4.03 TypeII 24hr.... 25-yr Synthetic Curve .................... 4.05 S/N: PondPack Ver: Compute Time: Date: Table of Contents ii Table of Contents (continued) Synthetic Cumulative Depth ......... 4.07 TypeII 24hr.... 100-yr Synthetic Curve .................... 4.09 Synthetic Cumulative Depth ......... 4.11 ********************** TC CALCULATIONS ********************* BASIN2.......... Tc Calcs ........................... 5.01 BASIN3A......... Tc Calcs ........................... 5.03 BASIN3B......... Tc Calcs ........................... 5.06 BASIN4.......... Tc Calcs ........................... 5.08 BASIN5.......... Tc Calcs ........................... 5.10 BYPASS1......... Tc Calcs ........................... 5.14 BYPASS2......... Tc Calcs ........................... 5.16 BYPASS3......... Tc Calcs ........................... 5.18 OFFSITE1........ Tc Calcs ........................... 5.20 OFFSITE2........ Tc Calcs ........................... 5.24 ONSITE1......... Tc Calcs ........................... 5.27 SUBAREA1........ Tc Calcs ........................... 5.29 ********************** CN CALCULATIONS ********************* BASIN2.......... Runoff CN-Area ..................... 6.01 BASIN3A......... Runoff CN-Area ..................... 6.02 BASIN3B......... Runoff CN-Area ..................... 6.03 BASIN4.......... Runoff CN-Area ..................... 6.04 S/N: PondPack Ver: Compute Time: Date: Table of Contents iii Table of Contents (continued) BASIN5.......... Runoff CN-Area ..................... 6.05 BYPASS1......... Runoff CN-Area ..................... 6.06 BYPASS2......... Runoff CN-Area ..................... 6.07 BYPASS3......... Runoff CN-Area ..................... 6.08 OFFSITE1........ Runoff CN-Area ..................... 6.09 OFFSITE2........ Runoff CN-Area ..................... 6.10 ONSITE1......... Runoff CN-Area ..................... 6.11 SUBAREA1........ Runoff CN-Area ..................... 6.12 ******************** RUNOFF HYDROGRAPHS ******************** Unit Hyd. Equations ................ 7.01 BASIN2.......... 15-Yr Unit Hyd. Summary .................. 7.03 Unit Hyd. (HYG output) ............. 7.04 BASIN2.......... 25-yr Unit Hyd. Summary .................. 7.06 Unit Hyd. (HYG output) ............. 7.07 BASIN2.......... 100-yr Unit Hyd. Summary .................. 7.10 Unit Hyd. (HYG output) ............. 7.11 BASIN3A......... 15-Yr Unit Hyd. Summary .................. 7.14 Unit Hyd. (HYG output) ............. 7.15 BASIN3A......... 25-yr Unit Hyd. Summary .................. 7.17 Unit Hyd. (HYG output) ............. 7.18 BASIN3A......... 100-yr Unit Hyd. Summary .................. 7.20 Unit Hyd. (HYG output) ............. 7.21 S/N: PondPack Ver: Compute Time: Date: Table of Contents iv Table of Contents (continued) BASIN3B......... 15-Yr Unit Hyd. Summary .................. 7.23 Unit Hyd. (HYG output) ............. 7.24 BASIN3B......... 25-yr Unit Hyd. Summary .................. 7.26 Unit Hyd. (HYG output) ............. 7.27 BASIN3B......... 100-yr Unit Hyd. Summary .................. 7.29 Unit Hyd. (HYG output) ............. 7.30 BASIN4.......... 15-Yr Unit Hyd. Summary .................. 7.32 Unit Hyd. (HYG output) ............. 7.33 BASIN4.......... 25-yr Unit Hyd. Summary .................. 7.35 Unit Hyd. (HYG output) ............. 7.36 BASIN4.......... 100-yr Unit Hyd. Summary .................. 7.38 Unit Hyd. (HYG output) ............. 7.39 BASIN5.......... 15-Yr Unit Hyd. Summary .................. 7.41 Unit Hyd. (HYG output) ............. 7.42 BASIN5.......... 25-yr Unit Hyd. Summary .................. 7.44 Unit Hyd. (HYG output) ............. 7.45 BASIN5.......... 100-yr Unit Hyd. Summary .................. 7.47 Unit Hyd. (HYG output) ............. 7.48 BYPASS1......... 15-Yr Unit Hyd. Summary .................. 7.50 Unit Hyd. (HYG output) ............. 7.51 BYPASS1......... 25-yr Unit Hyd. Summary .................. 7.54 Unit Hyd. (HYG output) ............. 7.55 BYPASS1......... 100-yr Unit Hyd. Summary .................. 7.58 Unit Hyd. (HYG output) ............. 7.59 S/N: PondPack Ver: Compute Time: Date: Table of Contents v Table of Contents (continued) BYPASS2......... 15-Yr Unit Hyd. Summary .................. 7.62 Unit Hyd. (HYG output) ............. 7.63 BYPASS2......... 25-yr Unit Hyd. Summary .................. 7.65 Unit Hyd. (HYG output) ............. 7.66 BYPASS2......... 100-yr Unit Hyd. Summary .................. 7.68 Unit Hyd. (HYG output) ............. 7.69 BYPASS3......... 15-Yr Unit Hyd. Summary .................. 7.72 Unit Hyd. (HYG output) ............. 7.73 BYPASS3......... 25-yr Unit Hyd. Summary .................. 7.75 Unit Hyd. (HYG output) ............. 7.76 BYPASS3......... 100-yr Unit Hyd. Summary .................. 7.78 Unit Hyd. (HYG output) ............. 7.79 OFFSITE1........ 15-Yr Unit Hyd. Summary .................. 7.81 Unit Hyd. (HYG output) ............. 7.82 OFFSITE1........ 25-yr Unit Hyd. Summary .................. 7.85 Unit Hyd. (HYG output) ............. 7.86 OFFSITE1........ 100-yr Unit Hyd. Summary .................. 7.89 Unit Hyd. (HYG output) ............. 7.90 OFFSITE2........ 15-Yr Unit Hyd. Summary .................. 7.93 Unit Hyd. (HYG output) ............. 7.94 OFFSITE2........ 25-yr Unit Hyd. Summary .................. 7.97 Unit Hyd. (HYG output) ............. 7.98 OFFSITE2........ 100-yr Unit Hyd. Summary ................. 7.101 Unit Hyd. (HYG output) ............ 7.102 S/N: PondPack Ver: Compute Time: Date: Table of Contents vi Table of Contents (continued) ONSITE1......... 15-Yr Unit Hyd. Summary ................. 7.105 Unit Hyd. (HYG output) ............ 7.106 ONSITE1......... 25-yr Unit Hyd. Summary ................. 7.109 Unit Hyd. (HYG output) ............ 7.110 ONSITE1......... 100-yr Unit Hyd. Summary ................. 7.113 Unit Hyd. (HYG output) ............ 7.114 SUBAREA1........ 15-Yr Unit Hyd. Summary ................. 7.117 Unit Hyd. (HYG output) ............ 7.118 SUBAREA1........ 25-yr Unit Hyd. Summary ................. 7.121 Unit Hyd. (HYG output) ............ 7.122 SUBAREA1........ 100-yr Unit Hyd. Summary ................. 7.125 Unit Hyd. (HYG output) ............ 7.126 ********************* CHANNEL ANALYSES ********************* CHN-CIR - 1..... Chn-Circular ....................... 8.01 Channel Equations .................. 8.03 CHN-TRAPZ - 1... Chn-Trapz. ......................... 8.04 Channel Equations .................. 8.06 ********************** REACH ROUTING *********************** REACH 10........ Reach E-V-Q Table .................. 9.01 REACH 10........ 15-Yr Reach Routing Summary .............. 9.04 Reach Routing (HYG output) ......... 9.05 S/N: PondPack Ver: Compute Time: Date: Table of Contents vii Table of Contents (continued) REACH 10........ 25-yr Reach Routing Summary .............. 9.10 Reach Routing (HYG output) ......... 9.11 REACH 10........ 100-yr Reach Routing Summary .............. 9.16 Reach Routing (HYG output) ......... 9.17 REACH 20........ Reach E-V-Q Table .................. 9.22 REACH 20........ 15-Yr Reach Routing Summary .............. 9.25 Reach Routing (HYG output) ......... 9.26 REACH 20........ 25-yr Reach Routing Summary .............. 9.31 Reach Routing (HYG output) ......... 9.32 REACH 20........ 100-yr Reach Routing Summary .............. 9.37 Reach Routing (HYG output) ......... 9.38 REACH 30........ Reach E-V-Q Table .................. 9.43 REACH 30........ 15-Yr Reach Routing Summary .............. 9.46 Reach Routing (HYG output) ......... 9.47 REACH 30........ 25-yr Reach Routing Summary .............. 9.53 Reach Routing (HYG output) ......... 9.54 REACH 30........ 100-yr Reach Routing Summary .............. 9.60 Reach Routing (HYG output) ......... 9.61 REACH 40........ Reach E-V-Q Table .................. 9.67 REACH 40........ 15-Yr Reach Routing Summary .............. 9.70 Reach Routing (HYG output) ......... 9.71 REACH 40........ 25-yr Reach Routing Summary .............. 9.77 Reach Routing (HYG output) ......... 9.78 REACH 40........ 100-yr Reach Routing Summary .............. 9.84 S/N: PondPack Ver: Compute Time: Date: Table of Contents viii Table of Contents (continued) Reach Routing (HYG output) ......... 9.85 REACH 50........ Reach E-V-Q Table .................. 9.91 REACH 50........ 15-Yr Reach Routing Summary .............. 9.94 Reach Routing (HYG output) ......... 9.95 REACH 50........ 25-yr Reach Routing Summary .............. 9.98 Reach Routing (HYG output) ......... 9.99 REACH 50........ 100-yr Reach Routing Summary ............. 9.102 Reach Routing (HYG output) ........ 9.103 REACH 60........ Reach E-V-Q Table ................. 9.106 REACH 60........ 15-Yr Reach Routing Summary ............. 9.109 Reach Routing (HYG output) ........ 9.110 REACH 60........ 25-yr Reach Routing Summary ............. 9.116 Reach Routing (HYG output) ........ 9.117 REACH 60........ 100-yr Reach Routing Summary ............. 9.124 Reach Routing (HYG output) ........ 9.125 *********************** HYG ADDITION *********************** J1.............. 15-Yr Node: Addition Summary ............ 10.01 J1.............. 25-yr Node: Addition Summary ............ 10.05 J1.............. 100-yr Node: Addition Summary ............ 10.09 J2.............. 15-Yr Node: Addition Summary ............ 10.13 J2.............. 25-yr Node: Addition Summary ............ 10.19 S/N: PondPack Ver: Compute Time: Date: Table of Contents ix Table of Contents (continued) J2.............. 100-yr Node: Addition Summary ............ 10.25 J3.............. 15-Yr Node: Addition Summary ............ 10.31 J3.............. 25-yr Node: Addition Summary ............ 10.37 J3.............. 100-yr Node: Addition Summary ............ 10.43 J4.............. 15-Yr Node: Addition Summary ............ 10.49 J4.............. 25-yr Node: Addition Summary ............ 10.55 J4.............. 100-yr Node: Addition Summary ............ 10.61 J5.............. 15-Yr Node: Addition Summary ............ 10.67 J5.............. 25-yr Node: Addition Summary ............ 10.74 J5.............. 100-yr Node: Addition Summary ............ 10.81 J6.............. 15-Yr Node: Addition Summary ............ 10.88 J6.............. 25-yr Node: Addition Summary ............ 10.95 J6.............. 100-yr Node: Addition Summary ........... 10.102 OUT1............ 15-Yr Node: Addition Summary ........... 10.109 OUT1............ 25-yr Node: Addition Summary ........... 10.116 OUT1............ 100-yr Node: Addition Summary ........... 10.123 S/N: PondPack Ver: Compute Time: Date: Table of Contents Table of Contents (continued) OUT2............ 15-Yr Node: Addition Summary ........... 10.131 OUT2............ 25-yr Node: Addition Summary ........... 10.135 OUT2............ 100-yr Node: Addition Summary ........... 10.139 ************************ HYDROGRAPHS *********************** BASIN3A IN 15-Yr Hydrograph ........................ 11.01 BASIN3A IN 25-yr Hydrograph ........................ 11.05 BASIN3A IN 100-yr Hydrograph ........................ 11.09 BASIN3A OUT 15-Yr Hydrograph ........................ 11.13 BASIN3A OUT 25-yr Hydrograph ........................ 11.17 BASIN3A OUT 100-yr Hydrograph ........................ 11.21 BASIN3B IN 15-Yr Hydrograph ........................ 11.25 BASIN3B IN 25-yr Hydrograph ........................ 11.29 BASIN3B IN 100-yr Hydrograph ........................ 11.33 BASIN3B OUT 15-Yr Hydrograph ........................ 11.37 BASIN3B OUT 25-yr Hydrograph ........................ 11.41 BASIN3B OUT 100-yr Hydrograph ........................ 11.45 S/N: PondPack Ver: Compute Time: Date: Table of Contents xi Table of Contents (continued) ROUTE 30........ 15-Yr Hydrograph ........................ 11.49 ROUTE 30........ 25-yr Hydrograph ........................ 11.55 ROUTE 30........ 100-yr Hydrograph ........................ 11.61 *********************** TIME VS.ELEV *********************** BASIN2 OUT 15-Yr Time-Elev ......................... 12.01 BASIN2 OUT 25-yr Time-Elev ......................... 12.03 BASIN2 OUT 100-yr Time-Elev ......................... 12.05 BASIN3A......... 15-Yr Time-Elev ......................... 12.07 BASIN3A......... 25-yr Time-Elev ......................... 12.11 BASIN3A......... 100-yr Time-Elev ......................... 12.15 BASIN3B......... 15-Yr Time-Elev ......................... 12.19 BASIN3B......... 25-yr Time-Elev ......................... 12.23 BASIN3B......... 100-yr Time-Elev ......................... 12.27 BASIN4 OUT 15-Yr Time-Elev ......................... 12.31 BASIN4 OUT 25-yr Time-Elev ......................... 12.33 BASIN4 OUT 100-yr Time-Elev ......................... 12.35 S/N: PondPack Ver: Compute Time: Date: Table of Contents xxii Table of Contents (continued) BASIN5 OUT 15-Yr Time-Elev ......................... 12.37 BASIN5 OUT 25-yr Time-Elev ......................... 12.39 BASIN5 OUT 100-yr Time-Elev ......................... 12.42 POND1 OUT 15-Yr Time-Elev ......................... 12.45 POND1 OUT 25-yr Time-Elev ......................... 12.49 POND1 OUT 100-yr Time-Elev ......................... 12.53 ************************ TIME VS.VOL *********************** BASIN2 OUT 15-Yr Time vs. Volume ................... 13.01 BASIN2 OUT 25-yr Time vs. Volume ................... 13.03 BASIN2 OUT 100-yr Time vs. Volume ................... 13.05 BASIN3A......... 15-Yr Time vs. Volume ................... 13.07 BASIN3A......... 25-yr Time vs. Volume ................... 13.11 BASIN3A......... 100-yr Time vs. Volume ................... 13.15 BASIN3B......... 15-Yr Time vs. Volume ................... 13.19 BASIN3B......... 25-yr Time vs. Volume ................... 13.23 BASIN3B......... 100-yr Time vs. Volume ................... 13.27 S/N: PondPack Ver: Compute Time: Date: Table of Contents xxxiii Table of Contents (continued) BASIN4 OUT 15-Yr Time vs. Volume ................... 13.31 BASIN4 OUT 25-yr Time vs. Volume ................... 13.33 BASIN4 OUT 100-yr Time vs. Volume ................... 13.35 BASIN5 OUT 15-Yr Time vs. Volume ................... 13.37 BASIN5 OUT 25-yr Time vs. Volume ................... 13.39 BASIN5 OUT 100-yr Time vs. Volume ................... 13.42 POND1 OUT 15-Yr Time vs. Volume ................... 13.45 POND1 OUT 25-yr Time vs. Volume ................... 13.49 POND1 OUT 100-yr Time vs. Volume ................... 13.53 *********************** POND VOLUMES *********************** BASIN2.......... Vol: Elev-Area .................... 14.01 BASIN3A......... Vol: Elev-Area .................... 14.02 BASIN3B......... Vol: Elev-Area .................... 14.03 BASIN4.......... Vol: Elev-Area .................... 14.04 BASIN5.......... Vol: Elev-Area .................... 14.05 POND1........... Vol: Elev-Area .................... 14.06 ******************** OUTLET STRUCTURES ********************* Outlet 1........ Outlet Input Data ................. 15.01 S/N: PondPack Ver: Compute Time: Date: Table of Contents xliv Table of Contents (continued) Individual Outlet Curves .......... 15.03 Composite Rating Curve ............ 15.07 Outlet 2........ Outlet Input Data ................. 15.09 Individual Outlet Curves .......... 15.12 Composite Rating Curve ............ 15.21 Outlet 3........ Outlet Input Data ................. 15.24 Individual Outlet Curves .......... 15.27 Composite Rating Curve ........... 15.378 Outlet 4........ Outlet Input Data ................ 15.459 Individual Outlet Curves ......... 15.462 Composite Rating Curve ........... 15.468 Outlet 5........ Outlet Input Data ................ 15.470 Individual Outlet Curves ......... 15.473 Composite Rating Curve ........... 15.483 Outlet 6........ Outlet Input Data ................ 15.486 Individual Outlet Curves ......... 15.489 Composite Rating Curve ........... 15.504 *********************** POND ROUTING *********************** BASIN2.......... Pond E-V-Q Table .................. 16.01 BASIN2 IN 15-Yr Node: Pond Inflow Summary ......... 16.06 BASIN2 IN 25-yr Node: Pond Inflow Summary ......... 16.09 BASIN2 IN 100-yr Node: Pond Inflow Summary ......... 16.12 BASIN2 OUT 15-Yr Pond Routing Summary .............. 16.16 Pond Routed HYG (total out) ....... 16.17 BASIN2 OUT 25-yr Pond Routing Summary .............. 16.19 Pond Routed HYG (total out) ....... 16.20 BASIN2 OUT 100-yr Pond Routing Summary .............. 16.22 S/N: PondPack Ver: Compute Time: Date: Table of Contents lv Table of Contents (continued) Pond Routed HYG (total out) ....... 16.23 BASIN3A......... 15-Yr ICPM Node Routing Summary ......... 16.26 BASIN3A......... 25-yr ICPM Node Routing Summary ......... 16.27 BASIN3A......... 100-yr ICPM Node Routing Summary ......... 16.28 BASIN3B......... 15-Yr ICPM Node Routing Summary ......... 16.29 BASIN3B......... 25-yr ICPM Node Routing Summary ......... 16.30 BASIN3B......... 100-yr ICPM Node Routing Summary ......... 16.31 BASIN4.......... Pond E-V-Q Table .................. 16.32 BASIN4 IN 15-Yr Node: Pond Inflow Summary ......... 16.37 BASIN4 IN 25-yr Node: Pond Inflow Summary ......... 16.40 BASIN4 IN 100-yr Node: Pond Inflow Summary ......... 16.43 BASIN4 OUT 15-Yr Pond Routing Summary .............. 16.46 Pond Routed HYG (total out) ....... 16.47 BASIN4 OUT 25-yr Pond Routing Summary .............. 16.49 Pond Routed HYG (total out) ....... 16.50 BASIN4 OUT 100-yr Pond Routing Summary .............. 16.52 Pond Routed HYG (total out) ....... 16.53 BASIN5.......... Pond E-V-Q Table .................. 16.55 BASIN5 IN 15-Yr Node: Pond Inflow Summary ......... 16.63 BASIN5 IN 25-yr Node: Pond Inflow Summary ......... 16.66 S/N: PondPack Ver: Compute Time: Date: Table of Contents lxvi Table of Contents (continued) BASIN5 IN 100-yr Node: Pond Inflow Summary ......... 16.69 BASIN5 OUT 15-Yr Pond Routing Summary .............. 16.72 Pond Routed HYG (total out) ....... 16.73 BASIN5 OUT 25-yr Pond Routing Summary .............. 16.76 Pond Routed HYG (total out) ....... 16.77 BASIN5 OUT 100-yr Pond Routing Summary .............. 16.80 Pond Routed HYG (total out) ....... 16.81 POND1........... Pond E-V-Q Table .................. 16.84 POND1 IN 15-Yr Node: Pond Inflow Summary ......... 16.88 POND1 IN 25-yr Node: Pond Inflow Summary ......... 16.92 POND1 IN 100-yr Node: Pond Inflow Summary ......... 16.96 POND1 OUT 15-Yr Pond Routing Summary ............. 16.100 Pond Routed HYG (total out) ...... 16.101 POND1 OUT 25-yr Pond Routing Summary ............. 16.106 Pond Routed HYG (total out) ...... 16.107 POND1 OUT 100-yr Pond Routing Summary ............. 16.112 Pond Routed HYG (total out) ...... 16.113 ROUTE 1......... 15-Yr Diverted Hydrograph .............. 16.118 ROUTE 1......... 25-yr Diverted Hydrograph .............. 16.123 ROUTE 1......... 100-yr Diverted Hydrograph .............. 16.128 ROUTE 10........ 15-Yr Diverted Hydrograph .............. 16.133 S/N: PondPack Ver: Compute Time: Date: Table of Contents lxxvii Table of Contents (continued) ROUTE 10........ 25-yr Diverted Hydrograph .............. 16.136 ROUTE 10........ 100-yr Diverted Hydrograph .............. 16.139 ROUTE 2......... 15-Yr Diverted Hydrograph .............. 16.142 ROUTE 2......... 25-yr Diverted Hydrograph .............. 16.144 ROUTE 2......... 100-yr Diverted Hydrograph .............. 16.146 ROUTE 20........ 15-Yr Diverted Hydrograph .............. 16.149 ROUTE 20........ 25-yr Diverted Hydrograph .............. 16.151 ROUTE 20........ 100-yr Diverted Hydrograph .............. 16.153 ROUTE 60........ 15-Yr Diverted Hydrograph .............. 16.155 ROUTE 60........ 25-yr Diverted Hydrograph .............. 16.158 ROUTE 60........ 100-yr Diverted Hydrograph .............. 16.161 S/N: PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 1.01 Name.... Watershed File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MASTER DESIGN STORM SUMMARY Network Storm Collection: St Charles Count Total Depth Rainfall Return Event in Type RNF ID ------------ ------ ---------------- ---------------- 15-Yr 5.2000 Synthetic Curve TypeII 24hr 25-yr 5.7000 Synthetic Curve TypeII 24hr 100-yr 7.0000 Synthetic Curve TypeII 24hr ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event cu.ft Trun hrs cfs ft cu.ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ BASIN2 AREA 15 273261 12.1000 75.00 BASIN2 AREA 25 312030 12.1000 85.53 BASIN2 AREA 100 415166 12.1000 113.14 BASIN2 IN POND 15 273261 12.1000 75.00 BASIN2 IN POND 25 312030 12.1000 85.53 BASIN2 IN POND 100 415166 12.1000 113.14 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 1.02 Name.... Watershed File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event cu.ft Trun hrs cfs ft cu.ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ BASIN2 OUT POND 15 273261 12.4000 32.23 580.39 62666 BASIN2 OUT POND 25 312030 12.4000 34.38 581.17 75832 BASIN2 OUT POND 100 415166 12.3000 77.06 582.06 92049 BASIN3A AREA 15 736750 12.1500 185.97 BASIN3A AREA 25 856233 12.1500 216.84 BASIN3A AREA 100 1179491 12.1500 299.42 BASIN3A POND 15 736751 12.1500 185.97 BASIN3A POND 25 856233 12.1500 216.84 BASIN3A POND 100 1179491 12.1500 299.42 BASIN3A OUT POND 15 736788 12.4500 79.47 571.42 159232 BASIN3A OUT POND 25 856289 12.4000 89.69 572.13 196895 BASIN3A OUT POND 100 1179557 12.4500 110.98 573.68 305391 BASIN3B POND 15 747895 12.4000 80.46 BASIN3B POND 25 869344 12.4000 90.87 BASIN3B POND 100 1197944 12.4000 112.37 BASIN3B OUT POND 15 747909 12.6000 77.35 568.17 29676 BASIN3B OUT POND 25 869357 12.6500 86.46 568.52 34204 BASIN3B OUT POND 100 1197965 12.6500 109.60 569.20 42704 BASIN3B AREA 15 11107 12.0500 3.44 BASIN3B AREA 25 13055 12.0500 4.07 BASIN3B AREA 100 18387 12.0500 5.79 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 1.03 Name.... Watershed File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event cu.ft Trun hrs cfs ft cu.ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ BASIN4 AREA 15 90257 12.1500 23.54 BASIN4 AREA 25 105180 12.1500 27.51 BASIN4 AREA 100 145662 12.1500 38.16 BASIN4 IN POND 15 90257 12.1500 23.54 BASIN4 IN POND 25 105180 12.1500 27.51 BASIN4 IN POND 100 145662 12.1500 38.16 BASIN4 OUT POND 15 90257 12.5000 9.10 584.09 22315 BASIN4 OUT POND 25 105179 12.5000 9.69 584.66 28083 BASIN4 OUT POND 100 145662 12.5500 10.96 585.99 44831 BASIN5 AREA 15 158941 12.1000 47.49 BASIN5 AREA 25 186272 12.1000 55.82 BASIN5 AREA 100 260841 12.1000 78.24 BASIN5 IN POND 15 158941 12.1000 47.49 BASIN5 IN POND 25 186272 12.1000 55.82 BASIN5 IN POND 100 260841 12.1000 78.24 BASIN5 OUT POND 15 158924 12.7000 7.68 557.82 69784 BASIN5 OUT POND 25 186254 12.4000 18.34 558.23 75017 BASIN5 OUT POND 100 260823 12.2500 50.84 558.95 84596 BYPASS1 AREA 15 898134 12.1500 215.37 BYPASS1 AREA 25 1005090 12.1500 239.77 BYPASS1 AREA 100 1285189 12.1500 302.90 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 1.04 Name.... Watershed File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event cu.ft Trun hrs cfs ft cu.ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ BYPASS2 AREA 15 1339369 12.1500 345.44 BYPASS2 AREA 25 1540566 12.1500 397.19 BYPASS2 AREA 100 2079438 12.1500 533.90 BYPASS3 AREA 15 440781 12.1500 106.51 BYPASS3 AREA 25 528347 12.1500 129.96 BYPASS3 AREA 100 772769 12.1500 194.95 J1 JCT 15 6942342 12.6000 857.97 J1 JCT 25 8025762 12.6000 997.04 J1 JCT 100 10941700 12.6000 1368.25 J2 JCT 15 1883216 12.6500 132.89 J2 JCT 25 2110362 12.6500 140.80 J2 JCT 100 2705802 12.7000 159.25 J3 JCT 15 8825538 12.7000 990.68 J3 JCT 25 10136100 12.6500 1137.12 J3 JCT 100 13647470 12.6500 1525.32 J4 JCT 15 9996871 12.7500 1051.64 J4 JCT 25 11453160 12.7500 1204.82 J4 JCT 100 15347770 12.7000 1606.91 J5 JCT 15 10744700 12.8500 1106.61 J5 JCT 25 12322420 12.8500 1267.84 J5 JCT 100 16545620 12.8000 1690.78 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 1.05 Name.... Watershed File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event cu.ft Trun hrs cfs ft cu.ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ J6 JCT 15 10834890 12.9000 1109.91 J6 JCT 25 12427540 12.9000 1271.61 J6 JCT 100 16691250 12.8500 1695.01 OFFSITE1 AREA 15 436060 12.1000 122.22 OFFSITE1 AREA 25 487984 12.1000 135.95 OFFSITE1 AREA 100 623963 12.1000 171.48 OFFSITE2 AREA 15 395369 12.2000 85.65 OFFSITE2 AREA 25 445336 12.2000 96.12 OFFSITE2 AREA 100 576773 12.2000 123.29 ONSITE1 AREA 15 1051818 12.1500 245.42 ONSITE1 AREA 25 1177074 12.1500 273.32 ONSITE1 AREA 100 1505099 12.1500 345.52 *OUT1 JCT 15 12174200 12.9500 1146.02 *OUT1 JCT 25 13968060 12.9500 1314.59 *OUT1 JCT 100 18770680 12.9000 1756.16 *OUT2 JCT 15 599704 12.1500 112.69 *OUT2 JCT 25 714601 12.1500 136.55 *OUT2 JCT 100 1033591 12.2000 236.76 POND1 IN POND 15 1883248 12.1500 440.41 POND1 IN POND 25 2110394 12.1500 491.03 POND1 IN POND 100 2705836 12.1500 622.12 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 1.06 Name.... Watershed File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event cu.ft Trun hrs cfs ft cu.ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ POND1 OUT POND 15 1883216 12.6500 132.89 603.89 689393 POND1 OUT POND 25 2110362 12.6500 140.80 604.37 784140 POND1 OUT POND 100 2705803 12.7000 159.25 605.59 1036933 SUBAREA1 AREA 15 6942341 12.6000 857.97 SUBAREA1 AREA 25 8025762 12.6000 997.04 SUBAREA1 AREA 100 10941700 12.6000 1368.25 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 2.01 Name.... Watershed Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = St Charles Count Storm Tag Name = 15-Yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 15 yr Total Rainfall Depth= 5.2000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- BASIN2 AREA 273261 12.1000 75.00 BASIN2 IN POND 273261 12.1000 75.00 BASIN2 OUT POND 273261 12.4000 32.23 580.39 BASIN3A AREA 736750 12.1500 185.97 BASIN3A POND 736751 12.1500 185.97 BASIN3A OUT POND 736788 12.4500 79.47 571.42 BASIN3B POND 747895 12.4000 80.46 BASIN3B OUT POND 747909 12.6000 77.35 568.17 BASIN3B AREA 11107 12.0500 3.44 BASIN4 AREA 90257 12.1500 23.54 BASIN4 IN POND 90257 12.1500 23.54 BASIN4 OUT POND 90257 12.5000 9.10 584.09 BASIN5 AREA 158941 12.1000 47.49 BASIN5 IN POND 158941 12.1000 47.49 BASIN5 OUT POND 158924 12.7000 7.68 557.82 BYPASS1 AREA 898134 12.1500 215.37 BYPASS2 AREA 1339369 12.1500 345.44 BYPASS3 AREA 440781 12.1500 106.51 J1 JCT 6942342 12.6000 857.97 J2 JCT 1883216 12.6500 132.89 J3 JCT 8825538 12.7000 990.68 J4 JCT 9996871 12.7500 1051.64 J5 JCT 10744700 12.8500 1106.61 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 2.02 Name.... Watershed Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- J6 JCT 10834890 12.9000 1109.91 OFFSITE1 AREA 436060 12.1000 122.22 OFFSITE2 AREA 395369 12.2000 85.65 ONSITE1 AREA 1051818 12.1500 245.42 Outfall OUT1 JCT 12174200 12.9500 1146.02 Outfall OUT2 JCT 599704 12.1500 112.69 POND1 IN POND 1883248 12.1500 440.41 POND1 OUT POND 1883216 12.6500 132.89 603.89 SUBAREA1 AREA 6942341 12.6000 857.97 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.03 Name.... Watershed Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = St Charles Count Storm Tag Name = 15-Yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 15 yr Total Rainfall Depth= 5.2000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 10 ADD UN 436060 12.1000 122.22 OFFSITE1 DL 436060 12.1000 122.22 DN 1883248 12.1500 440.41 POND1 IN ADDLINK 100 ADD UN 440781 12.1500 106.51 BYPASS3 DL 440781 12.1500 106.51 DN 599704 12.1500 112.69 OUT2 ADDLINK 110 ADD UN 1339369 12.1500 345.44 BYPASS2 DL 1339369 12.1500 345.44 DN 12174200 12.9500 1146.02 OUT1 ADDLINK 120 ADD UN 158941 12.1000 47.49 BASIN5 DL 158941 12.1000 47.49 DN 158941 12.1000 47.49 BASIN5 IN ADDLINK 20 ADD UN 1051818 12.1500 245.42 ONSITE1 DL 1051818 12.1500 245.42 DN 1883248 12.1500 440.41 POND1 IN S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.04 Name.... Watershed Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 30 ADD UN 395369 12.2000 85.65 OFFSITE2 DL 395369 12.2000 85.65 DN 1883248 12.1500 440.41 POND1 IN ADDLINK 40 ADD UN 898134 12.1500 215.37 BYPASS1 DL 898134 12.1500 215.37 DN 9996871 12.7500 1051.64 J4 ADDLINK 50 ADD UN 273261 12.1000 75.00 BASIN2 DL 273261 12.1000 75.00 DN 273261 12.1000 75.00 BASIN2 IN ADDLINK 60 ADD UN 736750 12.1500 185.97 BASIN3A DL 736750 12.1500 185.97 DN 736751 12.1500 185.97 BASIN3A ADDLINK 70 ADD UN 11107 12.0500 3.44 BASIN3B DL 11107 12.0500 3.44 DN 747895 12.4000 80.46 BASIN3B ADDLINK 80 ADD UN 90257 12.1500 23.54 BASIN4 DL 90257 12.1500 23.54 DN 90257 12.1500 23.54 BASIN4 IN ADDLINK 90 ADD UN 6942341 12.6000 857.97 SUBAREA1 DL 6942341 12.6000 857.97 DN 6942342 12.6000 857.97 J1 REACH 10 REACH UN 1883216 12.6500 132.89 J2 DL 1883215 12.6500 132.88 DN 8825538 12.7000 990.68 J3 REACH 20 REACH UN 8825538 12.7000 990.68 J3 DL 8825476 12.8000 977.58 DN 9996871 12.7500 1051.64 J4 REACH 30 REACH UN 9996871 12.7500 1051.64 J4 DL 9996788 12.8500 1032.65 DN 10744700 12.8500 1106.61 J5 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.05 Name.... Watershed Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- REACH 40 REACH UN 10744700 12.8500 1106.61 J5 DL 10744640 12.9000 1101.42 DN 10834890 12.9000 1109.91 J6 REACH 50 REACH UN 6942342 12.6000 857.97 J1 DL 6942322 12.7000 857.91 DN 8825538 12.7000 990.68 J3 REACH 60 REACH UN 10834890 12.9000 1109.91 J6 DL 10834840 13.0000 1098.82 DN 12174200 12.9500 1146.02 OUT1 ROUTE 1 PONDrt UN 1883248 12.1500 440.41 POND1 IN ROUTE 1 1883216 12.6500 132.89 POND1 OUT DL 1883216 12.6500 132.89 DN 1883216 12.6500 132.89 J2 ROUTE 10 PONDrt UN 747895 12.4000 80.46 BASIN3B IN ROUTE 10 747909 12.6000 77.35 BASIN3B OUT DL 747901 12.6000 77.35 DN 10744700 12.8500 1106.61 J5 ROUTE 2 PONDrt UN 273261 12.1000 75.00 BASIN2 IN ROUTE 2 273261 12.4000 32.23 BASIN2 OUT DL 273261 12.4000 32.23 DN 9996871 12.7500 1051.64 J4 ROUTE 20 PONDrt UN 90257 12.1500 23.54 BASIN4 IN ROUTE 20 90257 12.5000 9.10 BASIN4 OUT DL 90257 12.5000 9.10 DN 10834890 12.9000 1109.91 J6 ROUTE 30 PONDrt UN 736751 12.1500 185.97 BASIN3A IN ROUTE 30 736788 12.4500 79.47 BASIN3A OUT DL 736779 12.4500 79.47 DN 747895 12.4000 80.46 BASIN3B ROUTE 60 PONDrt UN 158941 12.1000 47.49 BASIN5 IN ROUTE 60 158924 12.7000 7.68 BASIN5 OUT DL 158923 12.7000 7.68 DN 599704 12.1500 112.69 OUT2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 2.06 Name.... Watershed Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = St Charles Count Storm Tag Name = 25-yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 25 yr Total Rainfall Depth= 5.7000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- BASIN2 AREA 312030 12.1000 85.53 BASIN2 IN POND 312030 12.1000 85.53 BASIN2 OUT POND 312030 12.4000 34.38 581.17 BASIN3A AREA 856233 12.1500 216.84 BASIN3A POND 856233 12.1500 216.84 BASIN3A OUT POND 856289 12.4000 89.69 572.13 BASIN3B POND 869344 12.4000 90.87 BASIN3B OUT POND 869357 12.6500 86.46 568.52 BASIN3B AREA 13055 12.0500 4.07 BASIN4 AREA 105180 12.1500 27.51 BASIN4 IN POND 105180 12.1500 27.51 BASIN4 OUT POND 105179 12.5000 9.69 584.66 BASIN5 AREA 186272 12.1000 55.82 BASIN5 IN POND 186272 12.1000 55.82 BASIN5 OUT POND 186254 12.4000 18.34 558.23 BYPASS1 AREA 1005090 12.1500 239.77 BYPASS2 AREA 1540566 12.1500 397.19 BYPASS3 AREA 528347 12.1500 129.96 J1 JCT 8025762 12.6000 997.04 J2 JCT 2110362 12.6500 140.80 J3 JCT 10136100 12.6500 1137.12 J4 JCT 11453160 12.7500 1204.82 J5 JCT 12322420 12.8500 1267.84 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 2.07 Name.... Watershed Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- J6 JCT 12427540 12.9000 1271.61 OFFSITE1 AREA 487984 12.1000 135.95 OFFSITE2 AREA 445336 12.2000 96.12 ONSITE1 AREA 1177074 12.1500 273.32 Outfall OUT1 JCT 13968060 12.9500 1314.59 Outfall OUT2 JCT 714601 12.1500 136.55 POND1 IN POND 2110394 12.1500 491.03 POND1 OUT POND 2110362 12.6500 140.80 604.37 SUBAREA1 AREA 8025762 12.6000 997.04 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.08 Name.... Watershed Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = St Charles Count Storm Tag Name = 25-yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 25 yr Total Rainfall Depth= 5.7000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 10 ADD UN 487984 12.1000 135.95 OFFSITE1 DL 487984 12.1000 135.95 DN 2110394 12.1500 491.03 POND1 IN ADDLINK 100 ADD UN 528347 12.1500 129.96 BYPASS3 DL 528347 12.1500 129.96 DN 714601 12.1500 136.55 OUT2 ADDLINK 110 ADD UN 1540566 12.1500 397.19 BYPASS2 DL 1540566 12.1500 397.19 DN 13968060 12.9500 1314.59 OUT1 ADDLINK 120 ADD UN 186272 12.1000 55.82 BASIN5 DL 186272 12.1000 55.82 DN 186272 12.1000 55.82 BASIN5 IN ADDLINK 20 ADD UN 1177074 12.1500 273.32 ONSITE1 DL 1177074 12.1500 273.32 DN 2110394 12.1500 491.03 POND1 IN S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.09 Name.... Watershed Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 30 ADD UN 445336 12.2000 96.12 OFFSITE2 DL 445336 12.2000 96.12 DN 2110394 12.1500 491.03 POND1 IN ADDLINK 40 ADD UN 1005090 12.1500 239.77 BYPASS1 DL 1005090 12.1500 239.77 DN 11453160 12.7500 1204.82 J4 ADDLINK 50 ADD UN 312030 12.1000 85.53 BASIN2 DL 312030 12.1000 85.53 DN 312030 12.1000 85.53 BASIN2 IN ADDLINK 60 ADD UN 856233 12.1500 216.84 BASIN3A DL 856233 12.1500 216.84 DN 856233 12.1500 216.84 BASIN3A ADDLINK 70 ADD UN 13055 12.0500 4.07 BASIN3B DL 13055 12.0500 4.07 DN 869344 12.4000 90.87 BASIN3B ADDLINK 80 ADD UN 105180 12.1500 27.51 BASIN4 DL 105180 12.1500 27.51 DN 105180 12.1500 27.51 BASIN4 IN ADDLINK 90 ADD UN 8025762 12.6000 997.04 SUBAREA1 DL 8025762 12.6000 997.04 DN 8025762 12.6000 997.04 J1 REACH 10 REACH UN 2110362 12.6500 140.80 J2 DL 2110361 12.6500 140.74 DN 10136100 12.6500 1137.12 J3 REACH 20 REACH UN 10136100 12.6500 1137.12 J3 DL 10136040 12.7500 1123.09 DN 11453160 12.7500 1204.82 J4 REACH 30 REACH UN 11453160 12.7500 1204.82 J4 DL 11453080 12.8500 1184.71 DN 12322420 12.8500 1267.84 J5 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.10 Name.... Watershed Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- REACH 40 REACH UN 12322420 12.8500 1267.84 J5 DL 12322370 12.9000 1262.38 DN 12427540 12.9000 1271.61 J6 REACH 50 REACH UN 8025762 12.6000 997.04 J1 DL 8025731 12.6500 996.38 DN 10136100 12.6500 1137.12 J3 REACH 60 REACH UN 12427540 12.9000 1271.61 J6 DL 12427500 12.9500 1258.76 DN 13968060 12.9500 1314.59 OUT1 ROUTE 1 PONDrt UN 2110394 12.1500 491.03 POND1 IN ROUTE 1 2110362 12.6500 140.80 POND1 OUT DL 2110361 12.6500 140.80 DN 2110362 12.6500 140.80 J2 ROUTE 10 PONDrt UN 869344 12.4000 90.87 BASIN3B IN ROUTE 10 869357 12.6500 86.46 BASIN3B OUT DL 869349 12.6500 86.46 DN 12322420 12.8500 1267.84 J5 ROUTE 2 PONDrt UN 312030 12.1000 85.53 BASIN2 IN ROUTE 2 312030 12.4000 34.38 BASIN2 OUT DL 312030 12.4000 34.38 DN 11453160 12.7500 1204.82 J4 ROUTE 20 PONDrt UN 105180 12.1500 27.51 BASIN4 IN ROUTE 20 105179 12.5000 9.69 BASIN4 OUT DL 105179 12.5000 9.69 DN 12427540 12.9000 1271.61 J6 ROUTE 30 PONDrt UN 856233 12.1500 216.84 BASIN3A IN ROUTE 30 856289 12.4000 89.69 BASIN3A OUT DL 856280 12.4000 89.69 DN 869344 12.4000 90.87 BASIN3B ROUTE 60 PONDrt UN 186272 12.1000 55.82 BASIN5 IN ROUTE 60 186254 12.4000 18.34 BASIN5 OUT DL 186254 12.4000 18.34 DN 714601 12.1500 136.55 OUT2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 2.11 Name.... Watershed Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = St Charles Count Storm Tag Name = 100-yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 7.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- BASIN2 AREA 415166 12.1000 113.14 BASIN2 IN POND 415166 12.1000 113.14 BASIN2 OUT POND 415166 12.3000 77.06 582.06 BASIN3A AREA 1179491 12.1500 299.42 BASIN3A POND 1179491 12.1500 299.42 BASIN3A OUT POND 1179557 12.4500 110.98 573.68 BASIN3B POND 1197944 12.4000 112.37 BASIN3B OUT POND 1197965 12.6500 109.60 569.20 BASIN3B AREA 18387 12.0500 5.79 BASIN4 AREA 145662 12.1500 38.16 BASIN4 IN POND 145662 12.1500 38.16 BASIN4 OUT POND 145662 12.5500 10.96 585.99 BASIN5 AREA 260841 12.1000 78.24 BASIN5 IN POND 260841 12.1000 78.24 BASIN5 OUT POND 260823 12.2500 50.84 558.95 BYPASS1 AREA 1285189 12.1500 302.90 BYPASS2 AREA 2079438 12.1500 533.90 BYPASS3 AREA 772769 12.1500 194.95 J1 JCT 10941700 12.6000 1368.25 J2 JCT 2705802 12.7000 159.25 J3 JCT 13647470 12.6500 1525.32 J4 JCT 15347770 12.7000 1606.91 J5 JCT 16545620 12.8000 1690.78 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 2.12 Name.... Watershed Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- J6 JCT 16691250 12.8500 1695.01 OFFSITE1 AREA 623963 12.1000 171.48 OFFSITE2 AREA 576773 12.2000 123.29 ONSITE1 AREA 1505099 12.1500 345.52 Outfall OUT1 JCT 18770680 12.9000 1756.16 Outfall OUT2 JCT 1033591 12.2000 236.76 POND1 IN POND 2705836 12.1500 622.12 POND1 OUT POND 2705803 12.7000 159.25 605.59 SUBAREA1 AREA 10941700 12.6000 1368.25 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.13 Name.... Watershed Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = St Charles Count Storm Tag Name = 100-yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 7.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs ------------------------------- ICPM CALCULATION TOLERANCES ------------------------------- Target Convergence= .000 cfs +/- Max. Iterations = 35 loops ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ICPM Ending Time = 35.0000 hrs ------------------------------- HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 10 ADD UN 623963 12.1000 171.48 OFFSITE1 DL 623963 12.1000 171.48 DN 2705836 12.1500 622.12 POND1 IN ADDLINK 100 ADD UN 772769 12.1500 194.95 BYPASS3 DL 772769 12.1500 194.95 DN 1033591 12.2000 236.76 OUT2 ADDLINK 110 ADD UN 2079438 12.1500 533.90 BYPASS2 DL 2079438 12.1500 533.90 DN 18770680 12.9000 1756.16 OUT1 ADDLINK 120 ADD UN 260841 12.1000 78.24 BASIN5 DL 260841 12.1000 78.24 DN 260841 12.1000 78.24 BASIN5 IN ADDLINK 20 ADD UN 1505099 12.1500 345.52 ONSITE1 DL 1505099 12.1500 345.52 DN 2705836 12.1500 622.12 POND1 IN S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.14 Name.... Watershed Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 30 ADD UN 576773 12.2000 123.29 OFFSITE2 DL 576773 12.2000 123.29 DN 2705836 12.1500 622.12 POND1 IN ADDLINK 40 ADD UN 1285189 12.1500 302.90 BYPASS1 DL 1285189 12.1500 302.90 DN 15347770 12.7000 1606.91 J4 ADDLINK 50 ADD UN 415166 12.1000 113.14 BASIN2 DL 415166 12.1000 113.14 DN 415166 12.1000 113.14 BASIN2 IN ADDLINK 60 ADD UN 1179491 12.1500 299.42 BASIN3A DL 1179491 12.1500 299.42 DN 1179491 12.1500 299.42 BASIN3A ADDLINK 70 ADD UN 18387 12.0500 5.79 BASIN3B DL 18387 12.0500 5.79 DN 1197944 12.4000 112.37 BASIN3B ADDLINK 80 ADD UN 145662 12.1500 38.16 BASIN4 DL 145662 12.1500 38.16 DN 145662 12.1500 38.16 BASIN4 IN ADDLINK 90 ADD UN 10941700 12.6000 1368.25 SUBAREA1 DL 10941700 12.6000 1368.25 DN 10941700 12.6000 1368.25 J1 REACH 10 REACH UN 2705802 12.7000 159.25 J2 DL 2705802 12.7000 159.22 DN 13647470 12.6500 1525.32 J3 REACH 20 REACH UN 13647470 12.6500 1525.32 J3 DL 13647410 12.7500 1508.84 DN 15347770 12.7000 1606.91 J4 REACH 30 REACH UN 15347770 12.7000 1606.91 J4 DL 15347680 12.8000 1583.95 DN 16545620 12.8000 1690.78 J5 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 2.15 Name.... Watershed Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- REACH 40 REACH UN 16545620 12.8000 1690.78 J5 DL 16545580 12.8500 1684.23 DN 16691250 12.8500 1695.01 J6 REACH 50 REACH UN 10941700 12.6000 1368.25 J1 DL 10941670 12.6500 1366.30 DN 13647470 12.6500 1525.32 J3 REACH 60 REACH UN 16691250 12.8500 1695.01 J6 DL 16691200 12.9500 1681.37 DN 18770680 12.9000 1756.16 OUT1 ROUTE 1 PONDrt UN 2705836 12.1500 622.12 POND1 IN ROUTE 1 2705803 12.7000 159.25 POND1 OUT DL 2705802 12.7000 159.25 DN 2705802 12.7000 159.25 J2 ROUTE 10 PONDrt UN 1197944 12.4000 112.37 BASIN3B IN ROUTE 10 1197965 12.6500 109.60 BASIN3B OUT DL 1197950 12.6500 109.60 DN 16545620 12.8000 1690.78 J5 ROUTE 2 PONDrt UN 415166 12.1000 113.14 BASIN2 IN ROUTE 2 415166 12.3000 77.06 BASIN2 OUT DL 415166 12.3000 77.06 DN 15347770 12.7000 1606.91 J4 ROUTE 20 PONDrt UN 145662 12.1500 38.16 BASIN4 IN ROUTE 20 145662 12.5500 10.96 BASIN4 OUT DL 145662 12.5500 10.96 DN 16691250 12.8500 1695.01 J6 ROUTE 30 PONDrt UN 1179491 12.1500 299.42 BASIN3A IN ROUTE 30 1179557 12.4500 110.98 BASIN3A OUT DL 1179555 12.4500 110.98 DN 1197944 12.4000 112.37 BASIN3B ROUTE 60 PONDrt UN 260841 12.1000 78.24 BASIN5 IN ROUTE 60 260823 12.2500 50.84 BASIN5 OUT DL 260823 12.2500 50.84 DN 1033591 12.2000 236.76 OUT2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Network Calcs Sequence Page 2.16 Name.... Watershed Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK RUNOFF NODE SEQUENCE =========================================================================== Runoff Data Apply to Node Receiving Link =========================================================================== SCS UH OFFSITE1 Subarea OFFSITE1 Add Hyd OFFSITE1 SCS UH ONSITE1 Subarea ONSITE1 Add Hyd ONSITE1 SCS UH OFFSITE2 Subarea OFFSITE2 Add Hyd OFFSITE2 SCS UH BASIN2 Subarea BASIN2 Add Hyd BASIN2 SCS UH BASIN3A Subarea BASIN3A Add Hyd BASIN3A SCS UH BASIN3B Subarea BASIN3B Add Hyd BASIN3B SCS UH BASIN4 Subarea BASIN4 Add Hyd BASIN4 SCS UH SUBAREA1 Subarea SUBAREA1 Add Hyd SUBAREA1 SCS UH BYPASS1 Subarea BYPASS1 Add Hyd BYPASS1 SCS UH BYPASS2 Subarea BYPASS2 Add Hyd BYPASS2 SCS UH BYPASS3 Subarea BYPASS3 Add Hyd BYPASS3 SCS UH BASIN5 Subarea BASIN5 Add Hyd BASIN5 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Network Calcs Sequence Page 2.17 Name.... Watershed Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK ROUTING SEQUENCE =========================================================================== Link Operation UPstream Node DNstream Node =========================================================================== Add Hyd ADDLINK 20 Subarea ONSITE1 Pond POND1 IN Add Hyd ADDLINK 10 Subarea OFFSITE1 Pond POND1 IN Add Hyd ADDLINK 30 Subarea OFFSITE2 Pond POND1 IN POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond POND1 IN Outflow POND1 OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet ROUTE 1 Outflow POND1 OUT Jct J2 Add Hyd ADDLINK 90 Subarea SUBAREA1 Jct J1 Reach REACH 50 Jct J1 Jct J3 Reach REACH 10 Jct J2 Jct J3 Add Hyd ADDLINK 50 Subarea BASIN2 Pond BASIN2 IN POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond BASIN2 IN Outflow BASIN2 OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet ROUTE 2 Outflow BASIN2 OUT Jct J4 Reach REACH 20 Jct J3 Jct J4 Add Hyd ADDLINK 40 Subarea BYPASS1 Jct J4 *************************************************************************** BEGIN ICPM SEQUENCE (Top of calculation loop for one time step) *************************************************************************** Add Hyd ADDLINK 60 Subarea BASIN3A Pond BASIN3A POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond BASIN3A Outflow BASIN3A OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet ROUTE 30 Outflow BASIN3A OUT Pond BASIN3B Add Hyd ADDLINK 70 Subarea BASIN3B Pond BASIN3B POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond BASIN3B Outflow BASIN3B OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet ROUTE 10 Outflow BASIN3B OUT Jct J5 *************************************************************************** END ICPM SEQUENCE (Bottom of calculation loop for one time step) *************************************************************************** Reach REACH 30 Jct J4 Jct J5 Add Hyd ADDLINK 80 Subarea BASIN4 Pond BASIN4 IN POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond BASIN4 IN Outflow BASIN4 OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet ROUTE 20 Outflow BASIN4 OUT Jct J6 Add Hyd ADDLINK 120 Subarea BASIN5 Pond BASIN5 IN POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond BASIN5 IN Outflow BASIN5 OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet ROUTE 60 Outflow BASIN5 OUT Jct OUT2 Reach REACH 40 Jct J5 Jct J6 Add Hyd ADDLINK 100 Subarea BYPASS3 Jct OUT2 Reach REACH 60 Jct J6 Jct OUT1 Add Hyd ADDLINK 110 Subarea BYPASS2 Jct OUT1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Design Storms Page 3.01 Name.... St Charles Count File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Title... Project Date: 5/25/2004 Project Engineer: Elmer Krussel Project Title: Wyndgate Project Comments: Wyndgate developed runoff with detention DESIGN STORMS SUMMARY Design Storm File,ID = St Charles Count Storm Tag Name = 15-Yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 15 yr Total Rainfall Depth= 5.2000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = 25-yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 25 yr Total Rainfall Depth= 5.7000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = 100-yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 7.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Design Storms Page 3.02 Name.... St Charles Count Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr DESIGN STORMS SUMMARY Design Storm File,ID = St Charles Count Storm Tag Name = 15-Yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 15 yr Total Rainfall Depth= 5.2000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = 25-yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 25 yr Total Rainfall Depth= 5.7000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = 100-yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 7.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 4.01 Name.... TypeII 24hr Tag: 15-Yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .000 .001 .002 .003 .004 .5000 | .005 .006 .007 .008 .009 1.0000 | .011 .012 .013 .014 .015 1.5000 | .016 .017 .018 .020 .021 2.0000 | .022 .023 .024 .026 .027 2.5000 | .028 .029 .031 .032 .033 3.0000 | .035 .036 .037 .038 .040 3.5000 | .041 .042 .044 .045 .047 4.0000 | .048 .049 .051 .052 .054 4.5000 | .055 .057 .058 .060 .061 5.0000 | .063 .065 .066 .068 .070 5.5000 | .071 .073 .075 .076 .078 6.0000 | .080 .082 .084 .085 .087 6.5000 | .089 .091 .093 .095 .097 7.0000 | .099 .101 .103 .105 .107 7.5000 | .109 .111 .113 .116 .118 8.0000 | .120 .122 .125 .127 .130 8.5000 | .132 .135 .138 .141 .144 9.0000 | .147 .150 .153 .157 .160 9.5000 | .163 .166 .170 .173 .177 10.0000 | .181 .185 .189 .194 .199 10.5000 | .204 .209 .215 .221 .228 11.0000 | .235 .243 .251 .261 .271 11.5000 | .283 .307 .354 .431 .568 12.0000 | .663 .682 .699 .713 .725 12.5000 | .735 .743 .751 .759 .766 13.0000 | .772 .778 .784 .789 .794 13.5000 | .799 .804 .808 .812 .816 14.0000 | .820 .824 .827 .831 .834 14.5000 | .838 .841 .844 .847 .850 15.0000 | .854 .856 .859 .862 .865 15.5000 | .868 .870 .873 .875 .878 16.0000 | .880 .882 .885 .887 .889 16.5000 | .891 .893 .895 .898 .900 17.0000 | .902 .904 .906 .908 .910 17.5000 | .912 .914 .915 .917 .919 18.0000 | .921 .923 .925 .926 .928 18.5000 | .930 .931 .933 .935 .936 19.0000 | .938 .939 .941 .942 .944 19.5000 | .945 .947 .948 .949 .951 20.0000 | .952 .953 .955 .956 .957 20.5000 | .958 .960 .961 .962 .964 21.0000 | .965 .966 .967 .968 .970 21.5000 | .971 .972 .973 .975 .976 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 4.02 Name.... TypeII 24hr Tag: 15-Yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | .977 .978 .979 .981 .982 22.5000 | .983 .984 .985 .986 .988 23.0000 | .989 .990 .991 .992 .993 23.5000 | .994 .996 .997 .998 .999 24.0000 | 1.000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 4.03 Name.... TypeII 24hr Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .0000 .0053 .0105 .0159 .0212 .5000 | .0267 .0321 .0377 .0433 .0489 1.0000 | .0546 .0604 .0661 .0720 .0779 1.5000 | .0839 .0899 .0959 .1020 .1082 2.0000 | .1144 .1207 .1270 .1334 .1398 2.5000 | .1463 .1528 .1594 .1660 .1727 3.0000 | .1794 .1862 .1930 .1999 .2069 3.5000 | .2139 .2209 .2280 .2351 .2424 4.0000 | .2496 .2569 .2644 .2719 .2796 4.5000 | .2873 .2952 .3031 .3112 .3193 5.0000 | .3276 .3360 .3444 .3530 .3617 5.5000 | .3705 .3794 .3884 .3975 .4067 6.0000 | .4160 .4254 .4349 .4445 .4543 6.5000 | .4641 .4740 .4841 .4942 .5045 7.0000 | .5148 .5253 .5358 .5465 .5572 7.5000 | .5681 .5791 .5901 .6013 .6126 8.0000 | .6240 .6357 .6479 .6607 .6739 8.5000 | .6877 .7020 .7168 .7322 .7480 9.0000 | .7644 .7810 .7977 .8143 .8310 9.5000 | .8476 .8647 .8825 .9013 .9208 10.0000 | .9412 .9626 .9853 1.0092 1.0344 10.5000 | 1.0608 1.0889 1.1190 1.1513 1.1856 11.0000 | 1.2220 1.2619 1.3069 1.3568 1.4117 11.5000 | 1.4716 1.5956 1.8427 2.2401 2.9529 12.0000 | 3.4476 3.5462 3.6329 3.7078 3.7708 12.5000 | 3.8220 3.8659 3.9071 3.9456 3.9813 13.0000 | 4.0144 4.0454 4.0749 4.1030 4.1296 13.5000 | 4.1548 4.1787 4.2016 4.2234 4.2442 14.0000 | 4.2640 4.2831 4.3018 4.3201 4.3380 14.5000 | 4.3557 4.3729 4.3898 4.4063 4.4224 15.0000 | 4.4382 4.4536 4.4687 4.4834 4.4977 15.5000 | 4.5117 4.5252 4.5385 4.5514 4.5639 16.0000 | 4.5760 4.5879 4.5997 4.6113 4.6228 16.5000 | 4.6342 4.6454 4.6565 4.6675 4.6784 17.0000 | 4.6891 4.6997 4.7102 4.7205 4.7307 17.5000 | 4.7408 4.7507 4.7605 4.7702 4.7798 18.0000 | 4.7892 4.7985 4.8077 4.8167 4.8256 18.5000 | 4.8344 4.8430 4.8515 4.8599 4.8682 19.0000 | 4.8763 4.8843 4.8922 4.8999 4.9075 19.5000 | 4.9150 4.9223 4.9295 4.9366 4.9436 20.0000 | 4.9504 4.9572 4.9639 4.9706 4.9772 20.5000 | 4.9839 4.9905 4.9971 5.0036 5.0102 21.0000 | 5.0167 5.0232 5.0296 5.0361 5.0425 21.5000 | 5.0489 5.0552 5.0616 5.0679 5.0742 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 4.04 Name.... TypeII 24hr Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 5.0804 5.0866 5.0928 5.0990 5.1052 22.5000 | 5.1113 5.1174 5.1235 5.1295 5.1355 23.0000 | 5.1415 5.1475 5.1534 5.1593 5.1652 23.5000 | 5.1711 5.1769 5.1827 5.1885 5.1943 24.0000 | 5.2000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 4.05 Name.... TypeII 24hr Tag: 25-yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .000 .001 .002 .003 .004 .5000 | .005 .006 .007 .008 .009 1.0000 | .011 .012 .013 .014 .015 1.5000 | .016 .017 .018 .020 .021 2.0000 | .022 .023 .024 .026 .027 2.5000 | .028 .029 .031 .032 .033 3.0000 | .035 .036 .037 .038 .040 3.5000 | .041 .042 .044 .045 .047 4.0000 | .048 .049 .051 .052 .054 4.5000 | .055 .057 .058 .060 .061 5.0000 | .063 .065 .066 .068 .070 5.5000 | .071 .073 .075 .076 .078 6.0000 | .080 .082 .084 .085 .087 6.5000 | .089 .091 .093 .095 .097 7.0000 | .099 .101 .103 .105 .107 7.5000 | .109 .111 .113 .116 .118 8.0000 | .120 .122 .125 .127 .130 8.5000 | .132 .135 .138 .141 .144 9.0000 | .147 .150 .153 .157 .160 9.5000 | .163 .166 .170 .173 .177 10.0000 | .181 .185 .189 .194 .199 10.5000 | .204 .209 .215 .221 .228 11.0000 | .235 .243 .251 .261 .271 11.5000 | .283 .307 .354 .431 .568 12.0000 | .663 .682 .699 .713 .725 12.5000 | .735 .743 .751 .759 .766 13.0000 | .772 .778 .784 .789 .794 13.5000 | .799 .804 .808 .812 .816 14.0000 | .820 .824 .827 .831 .834 14.5000 | .838 .841 .844 .847 .850 15.0000 | .854 .856 .859 .862 .865 15.5000 | .868 .870 .873 .875 .878 16.0000 | .880 .882 .885 .887 .889 16.5000 | .891 .893 .895 .898 .900 17.0000 | .902 .904 .906 .908 .910 17.5000 | .912 .914 .915 .917 .919 18.0000 | .921 .923 .925 .926 .928 18.5000 | .930 .931 .933 .935 .936 19.0000 | .938 .939 .941 .942 .944 19.5000 | .945 .947 .948 .949 .951 20.0000 | .952 .953 .955 .956 .957 20.5000 | .958 .960 .961 .962 .964 21.0000 | .965 .966 .967 .968 .970 21.5000 | .971 .972 .973 .975 .976 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 4.06 Name.... TypeII 24hr Tag: 25-yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | .977 .978 .979 .981 .982 22.5000 | .983 .984 .985 .986 .988 23.0000 | .989 .990 .991 .992 .993 23.5000 | .994 .996 .997 .998 .999 24.0000 | 1.000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 4.07 Name.... TypeII 24hr Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .0000 .0058 .0115 .0174 .0233 .5000 | .0292 .0352 .0413 .0474 .0536 1.0000 | .0599 .0662 .0725 .0789 .0854 1.5000 | .0919 .0985 .1052 .1118 .1186 2.0000 | .1254 .1323 .1392 .1462 .1532 2.5000 | .1603 .1675 .1747 .1819 .1893 3.0000 | .1967 .2041 .2116 .2192 .2267 3.5000 | .2344 .2421 .2499 .2578 .2657 4.0000 | .2736 .2816 .2898 .2981 .3064 4.5000 | .3149 .3235 .3323 .3411 .3500 5.0000 | .3591 .3683 .3776 .3870 .3965 5.5000 | .4061 .4159 .4257 .4357 .4458 6.0000 | .4560 .4663 .4767 .4873 .4980 6.5000 | .5087 .5196 .5306 .5417 .5530 7.0000 | .5643 .5758 .5873 .5990 .6108 7.5000 | .6227 .6348 .6469 .6591 .6715 8.0000 | .6840 .6968 .7102 .7242 .7387 8.5000 | .7538 .7695 .7857 .8026 .8199 9.0000 | .8379 .8561 .8744 .8926 .9109 9.5000 | .9291 .9478 .9674 .9879 1.0094 10.0000 | 1.0317 1.0552 1.0800 1.1063 1.1338 10.5000 | 1.1628 1.1936 1.2266 1.2620 1.2996 11.0000 | 1.3395 1.3833 1.4325 1.4872 1.5474 11.5000 | 1.6131 1.7490 2.0199 2.4555 3.2368 12.0000 | 3.7791 3.8872 3.9822 4.0643 4.1334 12.5000 | 4.1895 4.2376 4.2828 4.3249 4.3641 13.0000 | 4.4004 4.4344 4.4667 4.4975 4.5267 13.5000 | 4.5543 4.5805 4.6056 4.6295 4.6523 14.0000 | 4.6740 4.6949 4.7154 4.7355 4.7552 14.5000 | 4.7745 4.7934 4.8119 4.8300 4.8477 15.0000 | 4.8650 4.8819 4.8984 4.9145 4.9302 15.5000 | 4.9455 4.9604 4.9749 4.9890 5.0027 16.0000 | 5.0160 5.0291 5.0419 5.0547 5.0673 16.5000 | 5.0798 5.0921 5.1043 5.1163 5.1282 17.0000 | 5.1400 5.1516 5.1631 5.1744 5.1856 17.5000 | 5.1966 5.2075 5.2183 5.2289 5.2394 18.0000 | 5.2497 5.2599 5.2699 5.2799 5.2896 18.5000 | 5.2992 5.3087 5.3180 5.3272 5.3363 19.0000 | 5.3452 5.3540 5.3626 5.3711 5.3794 19.5000 | 5.3876 5.3956 5.4035 5.4113 5.4189 20.0000 | 5.4264 5.4338 5.4412 5.4485 5.4558 20.5000 | 5.4631 5.4703 5.4776 5.4848 5.4920 21.0000 | 5.4991 5.5062 5.5133 5.5203 5.5273 21.5000 | 5.5344 5.5413 5.5483 5.5552 5.5621 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 4.08 Name.... TypeII 24hr Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 5.5689 5.5757 5.5825 5.5893 5.5960 22.5000 | 5.6028 5.6094 5.6161 5.6227 5.6293 23.0000 | 5.6359 5.6424 5.6489 5.6554 5.6619 23.5000 | 5.6683 5.6747 5.6811 5.6874 5.6937 24.0000 | 5.7000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 4.09 Name.... TypeII 24hr Tag: 100-yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .000 .001 .002 .003 .004 .5000 | .005 .006 .007 .008 .009 1.0000 | .011 .012 .013 .014 .015 1.5000 | .016 .017 .018 .020 .021 2.0000 | .022 .023 .024 .026 .027 2.5000 | .028 .029 .031 .032 .033 3.0000 | .035 .036 .037 .038 .040 3.5000 | .041 .042 .044 .045 .047 4.0000 | .048 .049 .051 .052 .054 4.5000 | .055 .057 .058 .060 .061 5.0000 | .063 .065 .066 .068 .070 5.5000 | .071 .073 .075 .076 .078 6.0000 | .080 .082 .084 .085 .087 6.5000 | .089 .091 .093 .095 .097 7.0000 | .099 .101 .103 .105 .107 7.5000 | .109 .111 .113 .116 .118 8.0000 | .120 .122 .125 .127 .130 8.5000 | .132 .135 .138 .141 .144 9.0000 | .147 .150 .153 .157 .160 9.5000 | .163 .166 .170 .173 .177 10.0000 | .181 .185 .189 .194 .199 10.5000 | .204 .209 .215 .221 .228 11.0000 | .235 .243 .251 .261 .271 11.5000 | .283 .307 .354 .431 .568 12.0000 | .663 .682 .699 .713 .725 12.5000 | .735 .743 .751 .759 .766 13.0000 | .772 .778 .784 .789 .794 13.5000 | .799 .804 .808 .812 .816 14.0000 | .820 .824 .827 .831 .834 14.5000 | .838 .841 .844 .847 .850 15.0000 | .854 .856 .859 .862 .865 15.5000 | .868 .870 .873 .875 .878 16.0000 | .880 .882 .885 .887 .889 16.5000 | .891 .893 .895 .898 .900 17.0000 | .902 .904 .906 .908 .910 17.5000 | .912 .914 .915 .917 .919 18.0000 | .921 .923 .925 .926 .928 18.5000 | .930 .931 .933 .935 .936 19.0000 | .938 .939 .941 .942 .944 19.5000 | .945 .947 .948 .949 .951 20.0000 | .952 .953 .955 .956 .957 20.5000 | .958 .960 .961 .962 .964 21.0000 | .965 .966 .967 .968 .970 21.5000 | .971 .972 .973 .975 .976 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 4.10 Name.... TypeII 24hr Tag: 100-yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | .977 .978 .979 .981 .982 22.5000 | .983 .984 .985 .986 .988 23.0000 | .989 .990 .991 .992 .993 23.5000 | .994 .996 .997 .998 .999 24.0000 | 1.000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 4.11 Name.... TypeII 24hr Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .0000 .0071 .0141 .0214 .0286 .5000 | .0359 .0433 .0508 .0582 .0659 1.0000 | .0735 .0813 .0890 .0969 .1049 1.5000 | .1129 .1210 .1292 .1373 .1457 2.0000 | .1540 .1625 .1709 .1796 .1882 2.5000 | .1969 .2057 .2146 .2234 .2325 3.0000 | .2415 .2507 .2598 .2692 .2785 3.5000 | .2879 .2974 .3070 .3165 .3263 4.0000 | .3360 .3459 .3559 .3660 .3763 4.5000 | .3868 .3973 .4080 .4189 .4299 5.0000 | .4410 .4523 .4637 .4752 .4869 5.5000 | .4988 .5107 .5228 .5351 .5475 6.0000 | .5600 .5727 .5855 .5984 .6115 6.5000 | .6248 .6381 .6516 .6653 .6791 7.0000 | .6930 .7071 .7213 .7356 .7501 7.5000 | .7648 .7795 .7944 .8095 .8247 8.0000 | .8400 .8558 .8722 .8894 .9072 8.5000 | .9258 .9450 .9650 .9856 1.0070 9.0000 | 1.0290 1.0514 1.0738 1.0962 1.1186 9.5000 | 1.1410 1.1640 1.1880 1.2132 1.2396 10.0000 | 1.2670 1.2958 1.3264 1.3586 1.3924 10.5000 | 1.4280 1.4658 1.5064 1.5498 1.5960 11.0000 | 1.6450 1.6988 1.7592 1.8264 1.9004 11.5000 | 1.9810 2.1479 2.4805 3.0155 3.9750 12.0000 | 4.6410 4.7737 4.8905 4.9913 5.0761 12.5000 | 5.1450 5.2041 5.2595 5.3113 5.3595 13.0000 | 5.4040 5.4457 5.4855 5.5233 5.5591 13.5000 | 5.5930 5.6252 5.6560 5.6854 5.7134 14.0000 | 5.7400 5.7657 5.7908 5.8155 5.8397 14.5000 | 5.8634 5.8866 5.9093 5.9315 5.9533 15.0000 | 5.9745 5.9953 6.0155 6.0353 6.0546 15.5000 | 6.0734 6.0917 6.1095 6.1268 6.1437 16.0000 | 6.1600 6.1760 6.1919 6.2075 6.2230 16.5000 | 6.2383 6.2535 6.2684 6.2832 6.2978 17.0000 | 6.3123 6.3265 6.3406 6.3545 6.3683 17.5000 | 6.3818 6.3952 6.4084 6.4215 6.4343 18.0000 | 6.4470 6.4595 6.4719 6.4840 6.4960 18.5000 | 6.5078 6.5195 6.5309 6.5422 6.5533 19.0000 | 6.5643 6.5750 6.5856 6.5960 6.6063 19.5000 | 6.6163 6.6262 6.6359 6.6455 6.6548 20.0000 | 6.6640 6.6731 6.6821 6.6912 6.7001 20.5000 | 6.7091 6.7180 6.7269 6.7357 6.7445 21.0000 | 6.7533 6.7620 6.7707 6.7794 6.7880 21.5000 | 6.7966 6.8051 6.8137 6.8221 6.8306 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 4.12 Name.... TypeII 24hr Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 6.8390 6.8474 6.8557 6.8641 6.8723 22.5000 | 6.8806 6.8888 6.8970 6.9051 6.9132 23.0000 | 6.9213 6.9293 6.9373 6.9453 6.9532 23.5000 | 6.9611 6.9689 6.9768 6.9845 6.9923 24.0000 | 7.0000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.01 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 225.00 ft 2yr, 24hr P 3.5000 in Slope .036000 ft/ft Avg.Velocity .18 ft/sec Segment #1 Time: .3439 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Channel Flow Area 3.9760 sq.ft Wetted Perimeter 7.07 ft Hydraulic Radius .56 ft Slope .023000 ft/ft Mannings n .0130 Hydraulic Length 1600.00 ft Avg.Velocity 11.84 ft/sec Segment #2 Time: .0375 hrs ------------------------------------------------------------------------ ========================= Total Tc: .3814 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.02 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.03 Name.... BASIN3A File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .1300 Hydraulic Length 300.00 ft 2yr, 24hr P 3.5000 in Slope .030000 ft/ft Avg.Velocity .29 ft/sec Segment #1 Time: .2851 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 700.00 ft Slope .050000 ft/ft Unpaved Avg.Velocity 3.61 ft/sec Segment #2 Time: .0539 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Channel Flow Area 45.0000 sq.ft Wetted Perimeter 20.00 ft Hydraulic Radius 2.25 ft Slope .010000 ft/ft Mannings n .0500 Hydraulic Length 1700.00 ft Avg.Velocity 5.12 ft/sec Segment #3 Time: .0923 hrs ------------------------------------------------------------------------ ========================= Total Tc: .4313 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.04 Name.... BASIN3A File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS TR-55 Shallow Concentrated Flow =============================== Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.05 Name.... BASIN3A File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.06 Name.... BASIN3B File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .4000 Hydraulic Length 280.00 ft 2yr, 24hr P 3.5000 in Slope .250000 ft/ft Avg.Velocity .27 ft/sec Segment #1 Time: .2840 hrs ------------------------------------------------------------------------ ========================= Total Tc: .2840 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.07 Name.... BASIN3B File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.08 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .4000 Hydraulic Length 300.00 ft 2yr, 24hr P 3.5000 in Slope .150000 ft/ft Avg.Velocity .23 ft/sec Segment #1 Time: .3681 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 450.00 ft Slope .050000 ft/ft Unpaved Avg.Velocity 3.61 ft/sec Segment #2 Time: .0346 hrs ------------------------------------------------------------------------ ========================= Total Tc: .4028 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.09 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS TR-55 Shallow Concentrated Flow =============================== Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.10 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 140.00 ft 2yr, 24hr P 3.5000 in Slope .075000 ft/ft Avg.Velocity .22 ft/sec Segment #1 Time: .1754 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Sheet Mannings n .4000 Hydraulic Length 80.00 ft 2yr, 24hr P 3.5000 in Slope .225000 ft/ft Avg.Velocity .20 ft/sec Segment #2 Time: .1087 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Shallow Hydraulic Length 275.00 ft Slope .100000 ft/ft Unpaved Avg.Velocity 5.10 ft/sec Segment #3 Time: .0150 hrs ------------------------------------------------------------------------ S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.11 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Segment #4: Tc: TR-55 Channel Flow Area 25.0000 sq.ft Wetted Perimeter 15.00 ft Hydraulic Radius 1.67 ft Slope .072000 ft/ft Mannings n .0450 Hydraulic Length 390.00 ft Avg.Velocity 12.49 ft/sec Segment #4 Time: .0087 hrs ------------------------------------------------------------------------ ========================= Total Tc: .3078 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.12 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS TR-55 Shallow Concentrated Flow =============================== Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.13 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.14 Name.... BYPASS1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 250.00 ft 2yr, 24hr P 3.5000 in Slope .028000 ft/ft Avg.Velocity .17 ft/sec Segment #1 Time: .4137 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Channel Flow Area 7.0690 sq.ft Wetted Perimeter 9.43 ft Hydraulic Radius .75 ft Slope .026000 ft/ft Mannings n .0130 Hydraulic Length 2235.00 ft Avg.Velocity 15.26 ft/sec Segment #2 Time: .0407 hrs ------------------------------------------------------------------------ ========================= Total Tc: .4544 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.15 Name.... BYPASS1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.16 Name.... BYPASS2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 270.00 ft 2yr, 24hr P 3.5000 in Slope .039000 ft/ft Avg.Velocity .19 ft/sec Segment #1 Time: .3854 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Channel Flow Area 3.1410 sq.ft Wetted Perimeter 6.28 ft Hydraulic Radius .50 ft Slope .031400 ft/ft Mannings n .0130 Hydraulic Length 1465.00 ft Avg.Velocity 12.79 ft/sec Segment #2 Time: .0318 hrs ------------------------------------------------------------------------ ========================= Total Tc: .4172 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.17 Name.... BYPASS2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.18 Name.... BYPASS3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 100.00 ft 2yr, 24hr P 3.5000 in Slope .050000 ft/ft Avg.Velocity .18 ft/sec Segment #1 Time: .1576 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Sheet Mannings n .4000 Hydraulic Length 200.00 ft 2yr, 24hr P 3.5000 in Slope .170000 ft/ft Avg.Velocity .22 ft/sec Segment #2 Time: .2531 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Channel Flow Area 30.0000 sq.ft Wetted Perimeter 25.00 ft Hydraulic Radius 1.20 ft Slope .100000 ft/ft Mannings n .0450 Hydraulic Length 730.00 ft Avg.Velocity 11.82 ft/sec Segment #3 Time: .0171 hrs ------------------------------------------------------------------------ ========================= Total Tc: .4279 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.19 Name.... BYPASS3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.20 Name.... OFFSITE1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .1300 Hydraulic Length 300.00 ft 2yr, 24hr P 3.5000 in Slope .040000 ft/ft Avg.Velocity .33 ft/sec Segment #1 Time: .2542 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 585.00 ft Slope .051000 ft/ft Unpaved Avg.Velocity 3.64 ft/sec Segment #2 Time: .0446 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Channel Flow Area 25.0000 sq.ft Wetted Perimeter 20.00 ft Hydraulic Radius 1.25 ft Slope .025000 ft/ft Mannings n .0450 Hydraulic Length 785.00 ft Avg.Velocity 6.08 ft/sec Segment #3 Time: .0359 hrs ------------------------------------------------------------------------ S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.21 Name.... OFFSITE1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Segment #4: Tc: TR-55 Channel Flow Area 12.5660 sq.ft Wetted Perimeter 12.57 ft Hydraulic Radius 1.00 ft Slope .013000 ft/ft Mannings n .0130 Hydraulic Length 130.00 ft Avg.Velocity 13.07 ft/sec Segment #4 Time: .0028 hrs ------------------------------------------------------------------------ ========================= Total Tc: .3374 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.22 Name.... OFFSITE1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS TR-55 Shallow Concentrated Flow =============================== Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.23 Name.... OFFSITE1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.24 Name.... OFFSITE2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .1900 Hydraulic Length 300.00 ft 2yr, 24hr P 3.5000 in Slope .020000 ft/ft Avg.Velocity .18 ft/sec Segment #1 Time: .4543 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 350.00 ft Slope .020000 ft/ft Unpaved Avg.Velocity 2.28 ft/sec Segment #2 Time: .0426 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Channel Flow Area 9.6210 sq.ft Wetted Perimeter 11.00 ft Hydraulic Radius .87 ft Slope .012000 ft/ft Mannings n .0130 Hydraulic Length 2370.00 ft Avg.Velocity 11.48 ft/sec Segment #3 Time: .0573 hrs ------------------------------------------------------------------------ ========================= Total Tc: .5542 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.25 Name.... OFFSITE2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS TR-55 Shallow Concentrated Flow =============================== Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.26 Name.... OFFSITE2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.27 Name.... ONSITE1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 210.00 ft 2yr, 24hr P 3.5000 in Slope .020000 ft/ft Avg.Velocity .14 ft/sec Segment #1 Time: .4117 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Channel Flow Area 9.6210 sq.ft Wetted Perimeter 11.00 ft Hydraulic Radius .87 ft Slope .012000 ft/ft Mannings n .0130 Hydraulic Length 2910.00 ft Avg.Velocity 11.48 ft/sec Segment #2 Time: .0704 hrs ------------------------------------------------------------------------ ========================= Total Tc: .4821 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.28 Name.... ONSITE1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.29 Name.... SUBAREA1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 300.00 ft 2yr, 24hr P 3.5000 in Slope .020000 ft/ft Avg.Velocity .15 ft/sec Segment #1 Time: .5477 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 500.00 ft Slope .055000 ft/ft Unpaved Avg.Velocity 3.78 ft/sec Segment #2 Time: .0367 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Channel Flow Area 700.0000 sq.ft Wetted Perimeter 300.00 ft Hydraulic Radius 2.33 ft Slope .007000 ft/ft Mannings n .0500 Hydraulic Length 10100.00 ft Avg.Velocity 4.39 ft/sec Segment #3 Time: .6396 hrs ------------------------------------------------------------------------ ========================= Total Tc: 1.2240 hrs ========================= S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.30 Name.... SUBAREA1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== SCS TR-55 Sheet Flow ============================================== Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % ==== SCS TR-55 Shallow Concentrated Flow =============================== Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 5.31 Name.... SUBAREA1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ==== SCS Channel Flow ================================================== R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.01 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 1/4 acre lots soil group B 75 11.800 75.00 1/4 acre lots soil group C 83 .800 83.00 1/4 acre lots soil group D 87 11.200 87.00 COMPOSITE AREA & WEIGHTED CN ---> 23.800 80.92 (81) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.02 Name.... BASIN3A File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 3 acre lots soil group B 65 31.700 65.00 3 acre lots soil group C 77 18.800 77.00 3 acre lots soil group D 82 29.900 82.00 COMPOSITE AREA & WEIGHTED CN ---> 80.400 74.13 (74) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.03 Name.... BASIN3B File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 3 acre lots soil group B 65 .800 65.00 3 acre lots soil group C 77 .600 77.00 COMPOSITE AREA & WEIGHTED CN ---> 1.400 70.14 (70) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.04 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 3 acre lots soil group B 65 4.500 65.00 3 acre lots soil group C 77 2.600 77.00 3 acre lots soil group D 82 3.100 82.00 COMPOSITE AREA & WEIGHTED CN ---> 10.200 73.23 (73) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.05 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 1/4 acre lots soil group B 75 5.800 75.00 1/4 acre lots soil group C 83 6.600 83.00 Woods soil group B 55 6.100 55.00 Woods soil group C 70 .800 70.00 COMPOSITE AREA & WEIGHTED CN ---> 19.300 71.21 (71) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.06 Name.... BYPASS1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 1/8 acre lots soil group B 85 10.300 85.00 1/8 acre lots soil group C 90 27.200 90.00 1/8 acre lots soil group D 92 23.300 92.00 COMPOSITE AREA & WEIGHTED CN ---> 60.800 89.92 (90) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.07 Name.... BYPASS2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 1/4 acre lots soil group B 75 77.800 75.00 1/4 acre lots soil group C 83 46.800 83.00 1/4 acre lots soil group D 87 3.500 87.00 COMPOSITE AREA & WEIGHTED CN ---> 128.100 78.25 (78) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.08 Name.... BYPASS3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 1/4 acre lots soil group B 75 8.200 75.00 1/4 acre lots soil group C 83 1.600 83.00 Woods soil group B 55 33.300 55.00 Woods soil group C 70 27.800 70.00 COMPOSITE AREA & WEIGHTED CN ---> 70.900 63.83 (64) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.09 Name.... OFFSITE1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 3 Acre lots soil group D 82 12.100 82.00 Open Space soil group B 61 1.500 61.00 Pavement and Buildings 98 15.900 98.00 COMPOSITE AREA & WEIGHTED CN ---> 29.500 89.56 (90) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.10 Name.... OFFSITE2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 1/4 acre lots soil group C 83 3.100 83.00 1/4 acre lots soil group D 87 25.900 87.00 COMPOSITE AREA & WEIGHTED CN ---> 29.000 86.57 (87) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.11 Name.... ONSITE1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 1/8 acre lots soil group B 85 14.200 85.00 1/8 acre lots soil group C 90 9.300 90.00 1/8 acre lots soil group D 92 47.700 92.00 COMPOSITE AREA & WEIGHTED CN ---> 71.200 90.34 (90) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 6.12 Name.... SUBAREA1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ 3 acre lots soil group B 65 33.100 65.00 3 acre lots soil group C 77 145.300 77.00 3 acre lots soil group D 82 102.600 82.00 Woods and Pasture soil group C 74 364.300 74.00 Woods and Pasture soil group D 80 62.700 80.00 COMPOSITE AREA & WEIGHTED CN ---> 708.000 75.89 (76) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Equations Page 7.01 Name.... File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW SCS UNIT HYDROGRAPH METHOD (Computational Notes) DEFINITION OF TERMS: ------------------------------------------------ At = Total area (acres): At = Ai+Ap Ai = Impervious area (acres) Ap = Pervious area (acres) CNi = Runoff curve number for impervious area CNp = Runoff curve number for pervious area fLoss = f loss constant infiltration (depth/time) gKs = Saturated Hydraulic Conductivity (depth/time) Md = Volumetric Moisture Deficit Psi = Capillary Suction (length) hK = Horton Infiltration Decay Rate (time^-1) fo = Initial Infiltration Rate (depth/time) fc = Ultimate(capacity)Infiltration Rate (depth/time) Ia = Initial Abstraction (length) dt = Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjusted to match up with Tp) UDdt = User specified override computational main time increment (only used if UDdt is => .1333Tc) D(t) = Point on distribution curve (fraction of P) for time step t K = 2 / (1 + (Tr/Tp)): default K = 0.75: (for Tr/Tp = 1.67) Ks = Hydrograph shape factor = Unit Conversions * K: = ((1hr/3600sec) * (1ft/12in) * ((5280ft)**2/sq.mi)) * K Default Ks = 645.333 * 0.75 = 484 Lag = Lag time from center of excess runoff (dt) to Tp: Lag = 0.6Tc P = Total precipitation depth, inches Pa(t) = Accumulated rainfall at time step t Pi(t) = Incremental rainfall at time step t qp = Peak discharge (cfs) for 1in. runoff, for 1hr, for 1 sq.mi. = (Ks * A * Q) / Tp (where Q = 1in. runoff, A=sq.mi.) Qu(t) = Unit hydrograph ordinate (cfs) at time step t Q(t) = Final hydrograph ordinate (cfs) at time step t Rai(t)= Accumulated runoff (inches) at time step t for impervious area Rap(t)= Accumulated runoff (inches) at time step t for pervious area Rii(t)= Incremental runoff (inches) at time step t for impervious area Rip(t)= Incremental runoff (inches) at time step t for pervious area R(t) = Incremental weighted total runoff (inches) Rtm = Time increment for rainfall table Si = S for impervious area: Si = (1000/CNi) - 10 Sp = S for pervious area: Sp = (1000/CNp) - 10 t = Time step (row) number Tc = Time of concentration Tb = Time (hrs) of entire unit hydrograph: Tb = Tp + Tr Tp = Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag Tr = Time (hrs) of receding limb of unit hydrograph: Tr = ratio of Tp S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Equations Page 7.02 Name.... File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW SCS UNIT HYDROGRAPH METHOD (Computational Notes) PRECIPITATION: ----------------------------------------------------------- Column (1): Time for time step t Column (2): D(t) = Point on distribution curve for time step t Column (3): Pi(t) = Pa(t) - Pa(t-1): Col.(4) - Preceding Col.(4) Column (4): Pa(t) = D(t) x P: Col.(2) x P PERVIOUS AREA RUNOFF (using SCS Runoff CN Method) ------------------------ Column (5): Rap(t) = Accumulated pervious runoff for time step t If (Pa(t) is <= 0.2Sp) then use: Rap(t) = 0.0 If (Pa(t) is > 0.2Sp) then use: Rap(t) = (Col.(4)-0.2Sp)**2 / (Col.(4)+0.8Sp) Column (6): Rip(t) = Incremental pervious runoff for time step t Rip(t) = Rap(t) - Rap(t-1) Rip(t) = Col.(5) for current row - Col.(5) for preceding row. IMPERVIOUS AREA RUNOFF --------------------------------------------------- Column (7 & 8)... Did not specify to use impervious areas. INCREMENTAL WEIGHTED RUNOFF: --------------------------------------------- Column (9): R(t) = (Ap/At) x Rip(t) + (Ai/At) x Rii(t) R(t) = (Ap/At) x Col.(6) + (Ai/At) x Col.(8) SCS UNIT HYDROGRAPH METHOD: ---------------------------------------------- Column (10): Q(t) is computed with the SCS unit hydrograph method using R() and Qu(). S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.03 Name.... BASIN2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN2 15-Yr Tc = .3814 hrs Drainage Area = 23.800 acres Runoff CN= 81 ============================================ Computational Time Increment = .05086 hrs Computed Peak Time = 12.1045 hrs Computed Peak Flow = 75.38 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 75.00 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN2 CN = 81 Area = 23.800 acres S = 2.3457 in 0.2S = .4691 in Cumulative Runoff ------------------- 3.1627 in 273239 cu.ft HYG Volume... 273261 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .38145 hrs (ID: BASIN2) Computational Incr, Tm = .05086 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 70.70 cfs Unit peak time Tp = .25430 hrs Unit receding limb, Tr = 1.01719 hrs Total unit time, Tb = 1.27148 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.04 Name.... BASIN2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN2 15-Yr Tc = .3814 hrs Drainage Area = 23.800 acres Runoff CN= 81 Calc.Increment= .05086 hrs Out.Incr.= .0500 hrs HYG Volume = 273261 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.6500 | .00 .00 .00 .01 .01 6.9000 | .02 .03 .04 .04 .05 7.1500 | .06 .07 .08 .09 .11 7.4000 | .12 .13 .14 .15 .16 7.6500 | .17 .18 .20 .21 .22 7.9000 | .23 .24 .26 .27 .28 8.1500 | .29 .31 .32 .34 .36 8.4000 | .37 .39 .41 .43 .46 8.6500 | .48 .50 .53 .55 .58 8.9000 | .61 .63 .66 .69 .72 9.1500 | .75 .78 .80 .83 .85 9.4000 | .87 .89 .92 .94 .96 9.6500 | .98 1.00 1.03 1.07 1.10 9.9000 | 1.14 1.19 1.23 1.28 1.33 10.1500 | 1.38 1.44 1.50 1.56 1.63 10.4000 | 1.70 1.77 1.85 1.93 2.01 10.6500 | 2.10 2.20 2.30 2.41 2.53 10.9000 | 2.65 2.79 2.92 3.07 3.23 11.1500 | 3.40 3.59 3.81 4.06 4.34 11.4000 | 4.64 4.96 5.31 5.79 6.53 11.6500 | 7.89 10.10 13.63 18.62 25.82 11.9000 | 35.61 47.80 60.60 70.42 75.00 12.1500 | 73.29 66.28 56.74 47.15 38.73 12.4000 | 32.18 27.21 23.34 20.19 17.64 12.6500 | 15.55 13.84 12.46 11.35 10.45 12.9000 | 9.73 9.12 8.60 8.14 7.74 13.1500 | 7.39 7.09 6.84 6.62 6.42 13.4000 | 6.23 6.06 5.90 5.74 5.59 13.6500 | 5.44 5.30 5.17 5.04 4.92 13.9000 | 4.81 4.70 4.59 4.48 4.38 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.05 Name.... BASIN2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.1500 | 4.28 4.19 4.11 4.04 3.98 14.4000 | 3.92 3.87 3.83 3.79 3.75 14.6500 | 3.71 3.67 3.63 3.59 3.56 14.9000 | 3.52 3.48 3.45 3.41 3.37 15.1500 | 3.34 3.30 3.26 3.23 3.19 15.4000 | 3.16 3.12 3.08 3.05 3.01 15.6500 | 2.97 2.94 2.90 2.86 2.83 15.9000 | 2.79 2.75 2.72 2.68 2.64 16.1500 | 2.61 2.58 2.55 2.52 2.50 16.4000 | 2.48 2.47 2.45 2.43 2.42 16.6500 | 2.40 2.39 2.38 2.36 2.35 16.9000 | 2.34 2.32 2.31 2.30 2.28 17.1500 | 2.27 2.26 2.25 2.23 2.22 17.4000 | 2.21 2.19 2.18 2.17 2.15 17.6500 | 2.14 2.13 2.11 2.10 2.09 17.9000 | 2.07 2.06 2.05 2.03 2.02 18.1500 | 2.01 2.00 1.98 1.97 1.96 18.4000 | 1.94 1.93 1.92 1.90 1.89 18.6500 | 1.88 1.86 1.85 1.84 1.82 18.9000 | 1.81 1.80 1.78 1.77 1.76 19.1500 | 1.74 1.73 1.71 1.70 1.69 19.4000 | 1.67 1.66 1.65 1.63 1.62 19.6500 | 1.61 1.59 1.58 1.57 1.55 19.9000 | 1.54 1.53 1.51 1.50 1.49 20.1500 | 1.47 1.46 1.45 1.45 1.44 20.4000 | 1.43 1.43 1.42 1.42 1.42 20.6500 | 1.41 1.41 1.41 1.41 1.40 20.9000 | 1.40 1.40 1.40 1.39 1.39 21.1500 | 1.39 1.38 1.38 1.38 1.38 21.4000 | 1.37 1.37 1.37 1.37 1.36 21.6500 | 1.36 1.36 1.36 1.35 1.35 21.9000 | 1.35 1.35 1.34 1.34 1.34 22.1500 | 1.34 1.33 1.33 1.33 1.32 22.4000 | 1.32 1.32 1.32 1.31 1.31 22.6500 | 1.31 1.31 1.30 1.30 1.30 22.9000 | 1.30 1.29 1.29 1.29 1.29 23.1500 | 1.28 1.28 1.28 1.27 1.27 23.4000 | 1.27 1.27 1.26 1.26 1.26 23.6500 | 1.26 1.25 1.25 1.25 1.25 23.9000 | 1.24 1.24 1.24 1.21 1.15 24.1500 | 1.04 .87 .69 .52 .38 24.4000 | .27 .20 .14 .10 .08 24.6500 | .05 .04 .03 .02 .01 24.9000 | .01 .01 .00 .00 .00 25.1500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.06 Name.... BASIN2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN2 25-yr Tc = .3814 hrs Drainage Area = 23.800 acres Runoff CN= 81 ============================================ Computational Time Increment = .05086 hrs Computed Peak Time = 12.1045 hrs Computed Peak Flow = 85.94 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 85.53 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN2 CN = 81 Area = 23.800 acres S = 2.3457 in 0.2S = .4691 in Cumulative Runoff ------------------- 3.6114 in 312003 cu.ft HYG Volume... 312030 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .38145 hrs (ID: BASIN2) Computational Incr, Tm = .05086 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 70.70 cfs Unit peak time Tp = .25430 hrs Unit receding limb, Tr = 1.01719 hrs Total unit time, Tb = 1.27148 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.07 Name.... BASIN2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN2 25-yr Tc = .3814 hrs Drainage Area = 23.800 acres Runoff CN= 81 Calc.Increment= .05086 hrs Out.Incr.= .0500 hrs HYG Volume = 312030 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.2500 | .00 .00 .01 .01 .02 6.5000 | .02 .03 .04 .05 .06 6.7500 | .08 .09 .10 .11 .12 7.0000 | .13 .15 .16 .17 .18 7.2500 | .20 .21 .22 .23 .25 7.5000 | .26 .27 .29 .30 .31 7.7500 | .33 .34 .36 .37 .38 8.0000 | .40 .41 .43 .44 .46 8.2500 | .48 .50 .52 .54 .56 8.5000 | .59 .62 .64 .67 .70 8.7500 | .73 .76 .79 .82 .86 9.0000 | .89 .92 .96 .99 1.03 9.2500 | 1.06 1.09 1.11 1.14 1.16 9.5000 | 1.19 1.21 1.23 1.26 1.29 9.7500 | 1.32 1.36 1.40 1.45 1.50 10.0000 | 1.55 1.61 1.67 1.73 1.80 10.2500 | 1.87 1.94 2.02 2.11 2.19 10.5000 | 2.29 2.38 2.48 2.58 2.70 10.7500 | 2.82 2.95 3.09 3.23 3.39 11.0000 | 3.55 3.72 3.90 4.10 4.33 11.2500 | 4.59 4.87 5.20 5.54 5.92 11.5000 | 6.33 6.88 7.74 9.33 11.91 11.7500 | 16.01 21.77 30.05 41.23 55.07 12.0000 | 69.52 80.52 85.53 83.41 75.31 12.2500 | 64.39 53.46 43.87 36.41 30.76 12.5000 | 26.36 22.78 19.88 17.51 15.58 12.7500 | 14.01 12.76 11.75 10.92 10.24 13.0000 | 9.65 9.14 8.68 8.29 7.95 13.2500 | 7.67 7.42 7.19 6.98 6.79 13.5000 | 6.61 6.43 6.26 6.09 5.94 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.08 Name.... BASIN2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 13.7500 | 5.79 5.65 5.51 5.38 5.26 14.0000 | 5.14 5.02 4.90 4.79 4.69 14.2500 | 4.60 4.52 4.45 4.39 4.33 14.5000 | 4.28 4.24 4.19 4.15 4.10 14.7500 | 4.06 4.02 3.98 3.94 3.89 15.0000 | 3.85 3.81 3.77 3.73 3.69 15.2500 | 3.65 3.61 3.57 3.53 3.49 15.5000 | 3.44 3.40 3.36 3.32 3.28 15.7500 | 3.24 3.20 3.16 3.12 3.07 16.0000 | 3.03 2.99 2.95 2.91 2.88 16.2500 | 2.85 2.82 2.79 2.77 2.75 16.5000 | 2.73 2.72 2.70 2.68 2.67 16.7500 | 2.65 2.64 2.62 2.61 2.59 17.0000 | 2.58 2.56 2.55 2.54 2.52 17.2500 | 2.51 2.49 2.48 2.46 2.45 17.5000 | 2.43 2.42 2.40 2.39 2.37 17.7500 | 2.36 2.34 2.33 2.31 2.30 18.0000 | 2.29 2.27 2.26 2.24 2.23 18.2500 | 2.21 2.20 2.18 2.17 2.15 18.5000 | 2.14 2.12 2.11 2.09 2.08 18.7500 | 2.06 2.05 2.03 2.02 2.00 19.0000 | 1.99 1.97 1.96 1.94 1.93 19.2500 | 1.91 1.90 1.88 1.87 1.85 19.5000 | 1.84 1.82 1.81 1.79 1.78 19.7500 | 1.76 1.75 1.73 1.72 1.70 20.0000 | 1.69 1.67 1.66 1.64 1.63 20.2500 | 1.62 1.61 1.60 1.60 1.59 20.5000 | 1.59 1.58 1.58 1.58 1.57 20.7500 | 1.57 1.57 1.56 1.56 1.56 21.0000 | 1.55 1.55 1.55 1.55 1.54 21.2500 | 1.54 1.54 1.53 1.53 1.53 21.5000 | 1.53 1.52 1.52 1.52 1.51 21.7500 | 1.51 1.51 1.51 1.50 1.50 22.0000 | 1.50 1.49 1.49 1.49 1.48 22.2500 | 1.48 1.48 1.48 1.47 1.47 22.5000 | 1.47 1.46 1.46 1.46 1.46 22.7500 | 1.45 1.45 1.45 1.44 1.44 23.0000 | 1.44 1.43 1.43 1.43 1.43 23.2500 | 1.42 1.42 1.42 1.41 1.41 23.5000 | 1.41 1.41 1.40 1.40 1.40 23.7500 | 1.39 1.39 1.39 1.38 1.38 24.0000 | 1.38 1.35 1.28 1.15 .97 24.2500 | .77 .58 .43 .31 .22 24.5000 | .16 .12 .08 .06 .04 24.7500 | .03 .02 .02 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.09 Name.... BASIN2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.0000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.10 Name.... BASIN2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN2 100-yr Tc = .3814 hrs Drainage Area = 23.800 acres Runoff CN= 81 ============================================ Computational Time Increment = .05086 hrs Computed Peak Time = 12.1045 hrs Computed Peak Flow = 113.64 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 113.14 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN2 CN = 81 Area = 23.800 acres S = 2.3457 in 0.2S = .4691 in Cumulative Runoff ------------------- 4.8050 in 415127 cu.ft HYG Volume... 415166 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .38145 hrs (ID: BASIN2) Computational Incr, Tm = .05086 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 70.70 cfs Unit peak time Tp = .25430 hrs Unit receding limb, Tr = 1.01719 hrs Total unit time, Tb = 1.27148 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.11 Name.... BASIN2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN2 100-yr Tc = .3814 hrs Drainage Area = 23.800 acres Runoff CN= 81 Calc.Increment= .05086 hrs Out.Incr.= .0500 hrs HYG Volume = 415166 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.3500 | .00 .00 .01 .01 .02 5.6000 | .03 .04 .05 .06 .07 5.8500 | .09 .10 .12 .13 .14 6.1000 | .16 .17 .19 .21 .22 6.3500 | .24 .25 .27 .29 .30 6.6000 | .32 .33 .35 .37 .38 6.8500 | .40 .42 .44 .45 .47 7.1000 | .49 .51 .52 .54 .56 7.3500 | .58 .60 .61 .63 .65 7.6000 | .67 .69 .71 .73 .74 7.8500 | .76 .78 .80 .82 .84 8.1000 | .86 .88 .91 .93 .96 8.3500 | 1.00 1.03 1.07 1.10 1.14 8.6000 | 1.18 1.23 1.27 1.32 1.36 8.8500 | 1.41 1.46 1.50 1.55 1.61 9.1000 | 1.66 1.70 1.75 1.79 1.83 9.3500 | 1.87 1.90 1.94 1.97 1.99 9.6000 | 2.02 2.06 2.10 2.14 2.20 9.8500 | 2.26 2.32 2.40 2.47 2.55 10.1000 | 2.63 2.72 2.82 2.92 3.03 10.3500 | 3.14 3.26 3.38 3.51 3.64 10.6000 | 3.78 3.93 4.08 4.25 4.43 10.8500 | 4.63 4.83 5.05 5.27 5.51 11.1000 | 5.76 6.04 6.35 6.70 7.10 11.3500 | 7.55 8.03 8.54 9.10 9.86 11.6000 | 11.05 13.24 16.78 22.39 30.21 11.8500 | 41.33 56.16 74.30 93.04 107.06 12.1000 | 113.14 109.91 98.94 84.40 69.92 12.3500 | 57.27 47.45 40.01 34.23 29.53 12.6000 | 25.73 22.63 20.10 18.06 16.42 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.12 Name.... BASIN2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.8500 | 15.11 14.04 13.15 12.38 11.71 13.1000 | 11.12 10.61 10.18 9.81 9.49 13.3500 | 9.20 8.93 8.68 8.44 8.22 13.6000 | 8.00 7.79 7.59 7.39 7.21 13.8500 | 7.04 6.87 6.71 6.55 6.40 14.1000 | 6.25 6.11 5.98 5.87 5.77 14.3500 | 5.68 5.60 5.53 5.46 5.40 14.6000 | 5.34 5.28 5.23 5.17 5.12 14.8500 | 5.06 5.01 4.96 4.91 4.85 15.1000 | 4.80 4.75 4.70 4.64 4.59 15.3500 | 4.54 4.49 4.43 4.38 4.33 15.6000 | 4.28 4.22 4.17 4.12 4.07 15.8500 | 4.01 3.96 3.91 3.86 3.80 16.1000 | 3.75 3.70 3.66 3.62 3.58 16.3500 | 3.55 3.52 3.50 3.47 3.45 16.6000 | 3.43 3.41 3.39 3.37 3.35 16.8500 | 3.33 3.31 3.29 3.27 3.26 17.1000 | 3.24 3.22 3.20 3.18 3.16 17.3500 | 3.14 3.12 3.11 3.09 3.07 17.6000 | 3.05 3.03 3.01 2.99 2.97 17.8500 | 2.96 2.94 2.92 2.90 2.88 18.1000 | 2.86 2.84 2.82 2.80 2.78 18.3500 | 2.77 2.75 2.73 2.71 2.69 18.6000 | 2.67 2.65 2.63 2.61 2.59 18.8500 | 2.58 2.56 2.54 2.52 2.50 19.1000 | 2.48 2.46 2.44 2.42 2.40 19.3500 | 2.38 2.37 2.35 2.33 2.31 19.6000 | 2.29 2.27 2.25 2.23 2.21 19.8500 | 2.19 2.17 2.15 2.14 2.12 20.1000 | 2.10 2.08 2.07 2.05 2.04 20.3500 | 2.03 2.02 2.02 2.01 2.00 20.6000 | 2.00 2.00 1.99 1.99 1.98 20.8500 | 1.98 1.97 1.97 1.97 1.96 21.1000 | 1.96 1.96 1.95 1.95 1.94 21.3500 | 1.94 1.94 1.93 1.93 1.93 21.6000 | 1.92 1.92 1.91 1.91 1.91 21.8500 | 1.90 1.90 1.90 1.89 1.89 22.1000 | 1.89 1.88 1.88 1.87 1.87 22.3500 | 1.87 1.86 1.86 1.85 1.85 22.6000 | 1.85 1.84 1.84 1.84 1.83 22.8500 | 1.83 1.82 1.82 1.82 1.81 23.1000 | 1.81 1.81 1.80 1.80 1.79 23.3500 | 1.79 1.79 1.78 1.78 1.78 23.6000 | 1.77 1.77 1.76 1.76 1.76 23.8500 | 1.75 1.75 1.75 1.74 1.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.13 Name.... BASIN2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.1000 | 1.62 1.46 1.23 .98 .74 24.3500 | .54 .39 .28 .20 .15 24.6000 | .11 .08 .05 .04 .03 24.8500 | .02 .01 .01 .01 .00 25.1000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.14 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3A 15-Yr Tc = .4313 hrs Drainage Area = 80.400 acres Runoff CN= 74 ============================================ Computational Time Increment = .05751 hrs Computed Peak Time = 12.1347 hrs Computed Peak Flow = 187.21 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 185.97 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN3A CN = 74 Area = 80.400 acres S = 3.5135 in 0.2S = .7027 in Cumulative Runoff ------------------- 2.5248 in 736868 cu.ft HYG Volume... 736750 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .43133 hrs (ID: BASIN3A) Computational Incr, Tm = .05751 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 211.20 cfs Unit peak time Tp = .28755 hrs Unit receding limb, Tr = 1.15021 hrs Total unit time, Tb = 1.43776 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.15 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3A 15-Yr Tc = .4313 hrs Drainage Area = 80.400 acres Runoff CN= 74 Calc.Increment= .05751 hrs Out.Incr.= .0500 hrs HYG Volume = 736750 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.6500 | .00 .00 .01 .01 .03 8.9000 | .05 .08 .12 .16 .20 9.1500 | .25 .31 .36 .42 .48 9.4000 | .53 .59 .65 .71 .77 9.6500 | .83 .89 .96 1.03 1.11 9.9000 | 1.19 1.27 1.37 1.46 1.56 10.1500 | 1.67 1.78 1.90 2.03 2.17 10.4000 | 2.31 2.46 2.62 2.79 2.97 10.6500 | 3.16 3.36 3.58 3.82 4.07 10.9000 | 4.34 4.63 4.93 5.25 5.60 11.1500 | 5.98 6.40 6.88 7.42 8.02 11.4000 | 8.68 9.40 10.18 11.24 12.86 11.6500 | 15.62 20.18 27.21 37.63 52.80 11.9000 | 74.67 102.87 133.65 160.91 179.40 12.1500 | 185.97 180.05 164.08 142.86 121.94 12.4000 | 103.34 88.01 75.79 65.92 57.75 12.6500 | 50.92 45.36 40.74 36.92 33.78 12.9000 | 31.19 29.04 27.24 25.71 24.37 13.1500 | 23.17 22.09 21.12 20.27 19.55 13.4000 | 18.93 18.39 17.89 17.40 16.94 13.6500 | 16.49 16.07 15.66 15.28 14.92 13.9000 | 14.57 14.24 13.91 13.59 13.28 14.1500 | 12.98 12.71 12.46 12.24 12.04 14.4000 | 11.86 11.70 11.55 11.42 11.29 14.6500 | 11.17 11.06 10.94 10.83 10.72 14.9000 | 10.62 10.51 10.40 10.30 10.19 15.1500 | 10.08 9.98 9.87 9.76 9.66 15.4000 | 9.55 9.45 9.34 9.23 9.12 15.6500 | 9.01 8.91 8.80 8.69 8.58 15.9000 | 8.47 8.36 8.25 8.15 8.04 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.16 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.1500 | 7.94 7.84 7.75 7.67 7.60 16.4000 | 7.54 7.48 7.43 7.38 7.33 16.6500 | 7.29 7.25 7.21 7.17 7.13 16.9000 | 7.09 7.05 7.01 6.97 6.93 17.1500 | 6.89 6.85 6.82 6.78 6.74 17.4000 | 6.70 6.66 6.62 6.58 6.55 17.6500 | 6.51 6.47 6.43 6.39 6.35 17.9000 | 6.31 6.27 6.23 6.20 6.16 18.1500 | 6.12 6.08 6.04 6.00 5.96 18.4000 | 5.92 5.88 5.84 5.80 5.76 18.6500 | 5.72 5.68 5.64 5.60 5.56 18.9000 | 5.52 5.48 5.44 5.40 5.36 19.1500 | 5.32 5.28 5.24 5.20 5.16 19.4000 | 5.12 5.08 5.04 5.00 4.96 19.6500 | 4.92 4.88 4.84 4.80 4.76 19.9000 | 4.72 4.68 4.64 4.60 4.56 20.1500 | 4.52 4.48 4.45 4.43 4.40 20.4000 | 4.38 4.37 4.35 4.34 4.33 20.6500 | 4.32 4.31 4.30 4.29 4.28 20.9000 | 4.28 4.27 4.26 4.25 4.24 21.1500 | 4.24 4.23 4.22 4.21 4.21 21.4000 | 4.20 4.19 4.18 4.18 4.17 21.6500 | 4.16 4.15 4.15 4.14 4.13 21.9000 | 4.12 4.12 4.11 4.10 4.09 22.1500 | 4.09 4.08 4.07 4.06 4.05 22.4000 | 4.05 4.04 4.03 4.02 4.02 22.6500 | 4.01 4.00 3.99 3.99 3.98 22.9000 | 3.97 3.96 3.95 3.95 3.94 23.1500 | 3.93 3.92 3.92 3.91 3.90 23.4000 | 3.89 3.88 3.88 3.87 3.86 23.6500 | 3.85 3.85 3.84 3.83 3.82 23.9000 | 3.81 3.81 3.79 3.73 3.59 24.1500 | 3.32 2.91 2.44 1.97 1.53 24.4000 | 1.15 .86 .64 .48 .36 24.6500 | .27 .21 .15 .11 .08 24.9000 | .06 .05 .03 .02 .02 25.1500 | .01 .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.17 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3A 25-yr Tc = .4313 hrs Drainage Area = 80.400 acres Runoff CN= 74 ============================================ Computational Time Increment = .05751 hrs Computed Peak Time = 12.1347 hrs Computed Peak Flow = 218.47 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 216.84 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN3A CN = 74 Area = 80.400 acres S = 3.5135 in 0.2S = .7027 in Cumulative Runoff ------------------- 2.9343 in 856371 cu.ft HYG Volume... 856233 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .43133 hrs (ID: BASIN3A) Computational Incr, Tm = .05751 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 211.20 cfs Unit peak time Tp = .28755 hrs Unit receding limb, Tr = 1.15021 hrs Total unit time, Tb = 1.43776 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.18 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3A 25-yr Tc = .4313 hrs Drainage Area = 80.400 acres Runoff CN= 74 Calc.Increment= .05751 hrs Out.Incr.= .0500 hrs HYG Volume = 856233 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.2000 | .00 .00 .01 .01 .03 8.4500 | .05 .07 .11 .14 .19 8.7000 | .23 .28 .33 .39 .45 8.9500 | .51 .58 .64 .71 .78 9.2000 | .86 .93 1.00 1.07 1.14 9.4500 | 1.21 1.28 1.35 1.42 1.49 9.7000 | 1.56 1.64 1.73 1.82 1.92 9.9500 | 2.03 2.15 2.27 2.39 2.52 10.2000 | 2.67 2.82 2.98 3.15 3.33 10.4500 | 3.52 3.71 3.92 4.14 4.38 10.7000 | 4.62 4.89 5.18 5.49 5.82 10.9500 | 6.17 6.55 6.94 7.36 7.82 11.2000 | 8.34 8.92 9.57 10.30 11.10 11.4500 | 11.96 12.91 14.18 16.14 19.48 11.7000 | 24.98 33.43 45.86 63.81 89.47 11.9500 | 122.27 157.80 189.00 209.87 216.84 12.2000 | 209.40 190.43 165.51 141.07 119.39 12.4500 | 101.54 87.33 75.86 66.37 58.45 12.7000 | 52.02 46.67 42.25 38.63 35.64 12.9500 | 33.16 31.08 29.32 27.78 26.40 13.2000 | 25.15 24.04 23.07 22.24 21.53 13.4500 | 20.91 20.33 19.78 19.25 18.74 13.7000 | 18.26 17.79 17.36 16.94 16.55 13.9500 | 16.16 15.79 15.42 15.07 14.73 14.2000 | 14.42 14.14 13.88 13.65 13.45 14.4500 | 13.27 13.10 12.95 12.81 12.67 14.7000 | 12.54 12.41 12.28 12.15 12.03 14.9500 | 11.91 11.79 11.67 11.54 11.42 15.2000 | 11.30 11.18 11.06 10.94 10.82 15.4500 | 10.70 10.57 10.45 10.33 10.20 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.19 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.7000 | 10.08 9.96 9.84 9.71 9.59 15.9500 | 9.46 9.34 9.22 9.09 8.98 16.2000 | 8.87 8.77 8.68 8.60 8.52 16.4500 | 8.46 8.40 8.35 8.29 8.24 16.7000 | 8.19 8.15 8.10 8.06 8.01 16.9500 | 7.97 7.92 7.88 7.83 7.79 17.2000 | 7.75 7.70 7.66 7.62 7.57 17.4500 | 7.53 7.48 7.44 7.40 7.35 17.7000 | 7.31 7.26 7.22 7.18 7.13 17.9500 | 7.09 7.04 7.00 6.95 6.91 18.2000 | 6.86 6.82 6.77 6.73 6.69 18.4500 | 6.64 6.60 6.55 6.51 6.46 18.7000 | 6.42 6.37 6.33 6.28 6.24 18.9500 | 6.19 6.14 6.10 6.05 6.01 19.2000 | 5.96 5.92 5.87 5.83 5.78 19.4500 | 5.73 5.69 5.64 5.60 5.55 19.7000 | 5.51 5.46 5.41 5.37 5.32 19.9500 | 5.28 5.23 5.19 5.14 5.10 20.2000 | 5.06 5.02 4.99 4.97 4.95 20.4500 | 4.93 4.91 4.90 4.88 4.87 20.7000 | 4.86 4.85 4.84 4.83 4.82 20.9500 | 4.81 4.80 4.79 4.79 4.78 21.2000 | 4.77 4.76 4.75 4.74 4.73 21.4500 | 4.73 4.72 4.71 4.70 4.69 21.7000 | 4.68 4.67 4.66 4.66 4.65 21.9500 | 4.64 4.63 4.62 4.61 4.60 22.2000 | 4.60 4.59 4.58 4.57 4.56 22.4500 | 4.55 4.54 4.53 4.53 4.52 22.7000 | 4.51 4.50 4.49 4.48 4.47 22.9500 | 4.46 4.46 4.45 4.44 4.43 23.2000 | 4.42 4.41 4.40 4.39 4.38 23.4500 | 4.38 4.37 4.36 4.35 4.34 23.7000 | 4.33 4.32 4.31 4.30 4.30 23.9500 | 4.29 4.26 4.20 4.04 3.73 24.2000 | 3.28 2.75 2.22 1.72 1.30 24.4500 | .96 .72 .54 .41 .31 24.7000 | .23 .17 .13 .09 .07 24.9500 | .05 .04 .03 .02 .01 25.2000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.20 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3A 100-yr Tc = .4313 hrs Drainage Area = 80.400 acres Runoff CN= 74 ============================================ Computational Time Increment = .05751 hrs Computed Peak Time = 12.1347 hrs Computed Peak Flow = 302.13 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 299.42 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN3A CN = 74 Area = 80.400 acres S = 3.5135 in 0.2S = .7027 in Cumulative Runoff ------------------- 4.0421 in 1179685 cu.ft HYG Volume... 1179491 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .43133 hrs (ID: BASIN3A) Computational Incr, Tm = .05751 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 211.20 cfs Unit peak time Tp = .28755 hrs Unit receding limb, Tr = 1.15021 hrs Total unit time, Tb = 1.43776 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.21 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3A 100-yr Tc = .4313 hrs Drainage Area = 80.400 acres Runoff CN= 74 Calc.Increment= .05751 hrs Out.Incr.= .0500 hrs HYG Volume = 1179491 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.1000 | .00 .00 .00 .01 .02 7.3500 | .04 .06 .09 .12 .16 7.6000 | .20 .24 .29 .33 .38 7.8500 | .43 .47 .52 .57 .62 8.1000 | .67 .73 .78 .84 .90 8.3500 | .97 1.04 1.11 1.18 1.26 8.6000 | 1.35 1.43 1.53 1.62 1.71 8.8500 | 1.82 1.92 2.03 2.14 2.25 9.1000 | 2.36 2.48 2.59 2.70 2.81 9.3500 | 2.92 3.02 3.11 3.21 3.30 9.6000 | 3.39 3.49 3.59 3.71 3.84 9.8500 | 3.98 4.13 4.30 4.47 4.66 10.1000 | 4.86 5.07 5.29 5.52 5.77 10.3500 | 6.03 6.31 6.61 6.91 7.23 10.6000 | 7.57 7.93 8.30 8.71 9.15 10.8500 | 9.62 10.12 10.65 11.21 11.79 11.1000 | 12.41 13.10 13.87 14.73 15.70 11.3500 | 16.78 17.96 19.23 20.61 22.48 11.6000 | 25.37 30.31 38.39 50.71 68.62 11.8500 | 94.13 129.94 174.99 223.09 264.62 12.1000 | 291.58 299.42 287.73 260.59 225.77 12.3500 | 191.88 161.96 137.40 117.86 102.12 12.6000 | 89.13 78.31 69.56 62.28 56.29 12.8500 | 51.37 47.32 43.97 41.15 38.77 13.1000 | 36.70 34.84 33.16 31.67 30.38 13.3500 | 29.27 28.32 27.50 26.73 26.00 13.6000 | 25.30 24.62 23.98 23.36 22.78 13.8500 | 22.23 21.71 21.20 20.70 20.22 14.1000 | 19.75 19.30 18.89 18.52 18.18 14.3500 | 17.88 17.61 17.37 17.15 16.94 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.22 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.6000 | 16.75 16.57 16.39 16.22 16.05 14.8500 | 15.89 15.72 15.56 15.40 15.24 15.1000 | 15.08 14.92 14.76 14.60 14.44 15.3500 | 14.28 14.12 13.96 13.79 13.63 15.6000 | 13.47 13.31 13.15 12.98 12.82 15.8500 | 12.66 12.50 12.33 12.17 12.01 16.1000 | 11.85 11.70 11.55 11.42 11.30 16.3500 | 11.19 11.10 11.01 10.93 10.86 16.6000 | 10.79 10.73 10.66 10.60 10.54 16.8500 | 10.48 10.42 10.36 10.30 10.25 17.1000 | 10.19 10.13 10.07 10.01 9.96 17.3500 | 9.90 9.84 9.78 9.73 9.67 17.6000 | 9.61 9.55 9.49 9.44 9.38 17.8500 | 9.32 9.26 9.20 9.14 9.09 18.1000 | 9.03 8.97 8.91 8.85 8.79 18.3500 | 8.73 8.68 8.62 8.56 8.50 18.6000 | 8.44 8.38 8.32 8.26 8.20 18.8500 | 8.15 8.09 8.03 7.97 7.91 19.1000 | 7.85 7.79 7.73 7.67 7.61 19.3500 | 7.55 7.49 7.43 7.37 7.31 19.6000 | 7.25 7.19 7.13 7.07 7.01 19.8500 | 6.95 6.89 6.83 6.77 6.72 20.1000 | 6.66 6.60 6.55 6.50 6.46 20.3500 | 6.43 6.40 6.38 6.36 6.34 20.6000 | 6.32 6.31 6.29 6.28 6.26 20.8500 | 6.25 6.24 6.23 6.22 6.20 21.1000 | 6.19 6.18 6.17 6.16 6.15 21.3500 | 6.13 6.12 6.11 6.10 6.09 21.6000 | 6.08 6.07 6.05 6.04 6.03 21.8500 | 6.02 6.01 6.00 5.99 5.97 22.1000 | 5.96 5.95 5.94 5.93 5.92 22.3500 | 5.91 5.89 5.88 5.87 5.86 22.6000 | 5.85 5.84 5.82 5.81 5.80 22.8500 | 5.79 5.78 5.77 5.76 5.74 23.1000 | 5.73 5.72 5.71 5.70 5.69 23.3500 | 5.67 5.66 5.65 5.64 5.63 23.6000 | 5.62 5.60 5.59 5.58 5.57 23.8500 | 5.56 5.55 5.53 5.50 5.42 24.1000 | 5.22 4.82 4.23 3.55 2.86 24.3500 | 2.22 1.67 1.24 .93 .70 24.6000 | .53 .40 .30 .22 .17 24.8500 | .12 .09 .07 .05 .04 25.1000 | .02 .02 .01 .01 .00 25.3500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.23 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3B 15-Yr Tc = .2840 hrs Drainage Area = 1.400 acres Runoff CN= 70 ============================================ Computational Time Increment = .03786 hrs Computed Peak Time = 12.0779 hrs Computed Peak Flow = 3.50 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.0500 hrs Peak Flow, Interpolated Output = 3.44 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% ============================================ DRAINAGE AREA ------------------- ID:BASIN3B CN = 70 Area = 1.400 acres S = 4.2857 in 0.2S = .8571 in Cumulative Runoff ------------------- 2.1858 in 11108 cu.ft HYG Volume... 11107 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .28396 hrs (ID: BASIN3B) Computational Incr, Tm = .03786 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 5.59 cfs Unit peak time Tp = .18931 hrs Unit receding limb, Tr = .75724 hrs Total unit time, Tb = .94655 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.24 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3B 15-Yr Tc = .2840 hrs Drainage Area = 1.400 acres Runoff CN= 70 Calc.Increment= .03786 hrs Out.Incr.= .0500 hrs HYG Volume = 11107 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.7500 | .00 .00 .00 .00 .00 10.0000 | .01 .01 .01 .01 .01 10.2500 | .01 .01 .02 .02 .02 10.5000 | .02 .02 .03 .03 .03 10.7500 | .04 .04 .04 .05 .05 11.0000 | .06 .06 .07 .07 .08 11.2500 | .09 .10 .11 .12 .13 11.5000 | .14 .16 .20 .27 .38 11.7500 | .56 .82 1.20 1.77 2.46 12.0000 | 3.10 3.44 3.39 2.96 2.39 12.2500 | 1.86 1.46 1.20 1.01 .87 12.5000 | .76 .67 .60 .54 .49 12.7500 | .45 .43 .40 .38 .37 13.0000 | .36 .34 .33 .32 .31 13.2500 | .30 .29 .29 .28 .27 13.5000 | .26 .26 .25 .25 .24 13.7500 | .23 .23 .22 .22 .21 14.0000 | .21 .20 .20 .20 .19 14.2500 | .19 .19 .18 .18 .18 14.5000 | .18 .18 .18 .17 .17 14.7500 | .17 .17 .17 .17 .16 15.0000 | .16 .16 .16 .16 .16 15.2500 | .15 .15 .15 .15 .15 15.5000 | .15 .14 .14 .14 .14 15.7500 | .14 .14 .13 .13 .13 16.0000 | .13 .13 .12 .12 .12 16.2500 | .12 .12 .12 .12 .12 16.5000 | .12 .12 .12 .12 .11 16.7500 | .11 .11 .11 .11 .11 17.0000 | .11 .11 .11 .11 .11 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.25 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.2500 | .11 .11 .11 .11 .11 17.5000 | .11 .10 .10 .10 .10 17.7500 | .10 .10 .10 .10 .10 18.0000 | .10 .10 .10 .10 .10 18.2500 | .10 .10 .09 .09 .09 18.5000 | .09 .09 .09 .09 .09 18.7500 | .09 .09 .09 .09 .09 19.0000 | .09 .09 .09 .08 .08 19.2500 | .08 .08 .08 .08 .08 19.5000 | .08 .08 .08 .08 .08 19.7500 | .08 .08 .08 .07 .07 20.0000 | .07 .07 .07 .07 .07 20.2500 | .07 .07 .07 .07 .07 20.5000 | .07 .07 .07 .07 .07 20.7500 | .07 .07 .07 .07 .07 21.0000 | .07 .07 .07 .07 .07 21.2500 | .07 .07 .07 .07 .07 21.5000 | .07 .07 .07 .07 .07 21.7500 | .07 .07 .07 .07 .07 22.0000 | .07 .07 .07 .07 .07 22.2500 | .07 .07 .07 .07 .07 22.5000 | .07 .06 .06 .06 .06 22.7500 | .06 .06 .06 .06 .06 23.0000 | .06 .06 .06 .06 .06 23.2500 | .06 .06 .06 .06 .06 23.5000 | .06 .06 .06 .06 .06 23.7500 | .06 .06 .06 .06 .06 24.0000 | .06 .06 .05 .04 .03 24.2500 | .02 .01 .01 .01 .00 24.5000 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.26 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3B 25-yr Tc = .2840 hrs Drainage Area = 1.400 acres Runoff CN= 70 ============================================ Computational Time Increment = .03786 hrs Computed Peak Time = 12.0779 hrs Computed Peak Flow = 4.13 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.0500 hrs Peak Flow, Interpolated Output = 4.07 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN3B CN = 70 Area = 1.400 acres S = 4.2857 in 0.2S = .8571 in Cumulative Runoff ------------------- 2.5692 in 13057 cu.ft HYG Volume... 13055 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .28396 hrs (ID: BASIN3B) Computational Incr, Tm = .03786 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 5.59 cfs Unit peak time Tp = .18931 hrs Unit receding limb, Tr = .75724 hrs Total unit time, Tb = .94655 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.27 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3B 25-yr Tc = .2840 hrs Drainage Area = 1.400 acres Runoff CN= 70 Calc.Increment= .03786 hrs Out.Incr.= .0500 hrs HYG Volume = 13055 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.3000 | .00 .00 .00 .00 .00 9.5500 | .00 .01 .01 .01 .01 9.8000 | .01 .01 .01 .02 .02 10.0500 | .02 .02 .02 .02 .03 10.3000 | .03 .03 .03 .04 .04 10.5500 | .04 .05 .05 .05 .06 10.8000 | .06 .07 .07 .08 .08 11.0500 | .09 .10 .10 .11 .12 11.3000 | .13 .15 .16 .17 .19 11.5500 | .21 .26 .35 .48 .71 11.8000 | 1.03 1.48 2.15 2.95 3.69 12.0500 | 4.07 3.99 3.48 2.80 2.18 12.3000 | 1.71 1.39 1.17 1.01 .88 12.5500 | .77 .69 .62 .57 .52 12.8000 | .49 .46 .44 .43 .41 13.0500 | .39 .38 .37 .36 .35 13.3000 | .34 .33 .32 .31 .30 13.5500 | .30 .29 .28 .27 .27 13.8000 | .26 .26 .25 .25 .24 14.0500 | .23 .23 .22 .22 .22 14.3000 | .21 .21 .21 .21 .20 14.5500 | .20 .20 .20 .20 .20 14.8000 | .19 .19 .19 .19 .19 15.0500 | .18 .18 .18 .18 .18 15.3000 | .17 .17 .17 .17 .17 15.5500 | .16 .16 .16 .16 .16 15.8000 | .15 .15 .15 .15 .15 16.0500 | .14 .14 .14 .14 .14 16.3000 | .14 .14 .14 .13 .13 16.5500 | .13 .13 .13 .13 .13 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.28 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.8000 | .13 .13 .13 .13 .13 17.0500 | .13 .13 .12 .12 .12 17.3000 | .12 .12 .12 .12 .12 17.5500 | .12 .12 .12 .12 .12 17.8000 | .12 .11 .11 .11 .11 18.0500 | .11 .11 .11 .11 .11 18.3000 | .11 .11 .11 .11 .11 18.5500 | .10 .10 .10 .10 .10 18.8000 | .10 .10 .10 .10 .10 19.0500 | .10 .10 .10 .10 .09 19.3000 | .09 .09 .09 .09 .09 19.5500 | .09 .09 .09 .09 .09 19.8000 | .09 .09 .08 .08 .08 20.0500 | .08 .08 .08 .08 .08 20.3000 | .08 .08 .08 .08 .08 20.5500 | .08 .08 .08 .08 .08 20.8000 | .08 .08 .08 .08 .08 21.0500 | .08 .08 .08 .08 .08 21.3000 | .08 .08 .08 .08 .08 21.5500 | .08 .08 .08 .08 .08 21.8000 | .08 .08 .08 .08 .08 22.0500 | .08 .07 .07 .07 .07 22.3000 | .07 .07 .07 .07 .07 22.5500 | .07 .07 .07 .07 .07 22.8000 | .07 .07 .07 .07 .07 23.0500 | .07 .07 .07 .07 .07 23.3000 | .07 .07 .07 .07 .07 23.5500 | .07 .07 .07 .07 .07 23.8000 | .07 .07 .07 .07 .07 24.0500 | .07 .06 .05 .04 .02 24.3000 | .02 .01 .01 .00 .00 24.5500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.29 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3B 100-yr Tc = .2840 hrs Drainage Area = 1.400 acres Runoff CN= 70 ============================================ Computational Time Increment = .03786 hrs Computed Peak Time = 12.0779 hrs Computed Peak Flow = 5.83 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.0500 hrs Peak Flow, Interpolated Output = 5.79 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN3B CN = 70 Area = 1.400 acres S = 4.2857 in 0.2S = .8571 in Cumulative Runoff ------------------- 3.6184 in 18389 cu.ft HYG Volume... 18387 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .28396 hrs (ID: BASIN3B) Computational Incr, Tm = .03786 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 5.59 cfs Unit peak time Tp = .18931 hrs Unit receding limb, Tr = .75724 hrs Total unit time, Tb = .94655 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.30 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN3B 100-yr Tc = .2840 hrs Drainage Area = 1.400 acres Runoff CN= 70 Calc.Increment= .03786 hrs Out.Incr.= .0500 hrs HYG Volume = 18387 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.3000 | .00 .00 .00 .00 .00 8.5500 | .00 .01 .01 .01 .01 8.8000 | .01 .01 .01 .01 .02 9.0500 | .02 .02 .02 .02 .02 9.3000 | .03 .03 .03 .03 .03 9.5500 | .03 .03 .04 .04 .04 9.8000 | .04 .04 .05 .05 .05 10.0500 | .06 .06 .06 .07 .07 10.3000 | .07 .08 .08 .09 .09 10.5500 | .10 .10 .11 .11 .12 10.8000 | .13 .13 .14 .15 .16 11.0500 | .17 .18 .19 .21 .22 11.3000 | .24 .26 .28 .30 .33 11.5500 | .36 .44 .57 .78 1.12 11.8000 | 1.60 2.26 3.20 4.31 5.31 12.0500 | 5.79 5.62 4.86 3.89 3.02 12.3000 | 2.36 1.92 1.61 1.37 1.20 12.5500 | 1.05 .94 .84 .77 .71 12.8000 | .66 .62 .60 .57 .55 13.0500 | .53 .51 .49 .48 .46 13.3000 | .45 .44 .43 .42 .41 13.5500 | .40 .39 .38 .37 .36 13.8000 | .35 .34 .33 .33 .32 14.0500 | .31 .31 .30 .29 .29 14.3000 | .28 .28 .28 .28 .27 14.5500 | .27 .27 .26 .26 .26 14.8000 | .26 .25 .25 .25 .25 15.0500 | .24 .24 .24 .24 .23 15.3000 | .23 .23 .23 .22 .22 15.5500 | .22 .22 .21 .21 .21 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.31 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.8000 | .20 .20 .20 .20 .19 16.0500 | .19 .19 .19 .18 .18 16.3000 | .18 .18 .18 .18 .18 16.5500 | .18 .18 .17 .17 .17 16.8000 | .17 .17 .17 .17 .17 17.0500 | .17 .17 .16 .16 .16 17.3000 | .16 .16 .16 .16 .16 17.5500 | .16 .16 .16 .15 .15 17.8000 | .15 .15 .15 .15 .15 18.0500 | .15 .15 .15 .14 .14 18.3000 | .14 .14 .14 .14 .14 18.5500 | .14 .14 .14 .14 .13 18.8000 | .13 .13 .13 .13 .13 19.0500 | .13 .13 .13 .13 .12 19.3000 | .12 .12 .12 .12 .12 19.5500 | .12 .12 .12 .12 .11 19.8000 | .11 .11 .11 .11 .11 20.0500 | .11 .11 .11 .11 .11 20.3000 | .11 .11 .10 .10 .10 20.5500 | .10 .10 .10 .10 .10 20.8000 | .10 .10 .10 .10 .10 21.0500 | .10 .10 .10 .10 .10 21.3000 | .10 .10 .10 .10 .10 21.5500 | .10 .10 .10 .10 .10 21.8000 | .10 .10 .10 .10 .10 22.0500 | .10 .10 .10 .10 .10 22.3000 | .10 .10 .10 .10 .10 22.5500 | .10 .10 .10 .10 .10 22.8000 | .10 .10 .10 .10 .10 23.0500 | .09 .09 .09 .09 .09 23.3000 | .09 .09 .09 .09 .09 23.5500 | .09 .09 .09 .09 .09 23.8000 | .09 .09 .09 .09 .09 24.0500 | .09 .08 .06 .05 .03 24.3000 | .02 .01 .01 .01 .00 24.5500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.32 Name.... BASIN4 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN4 15-Yr Tc = .4028 hrs Drainage Area = 10.200 acres Runoff CN= 73 ============================================ Computational Time Increment = .05370 hrs Computed Peak Time = 12.1363 hrs Computed Peak Flow = 23.84 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 23.54 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN4 CN = 73 Area = 10.200 acres S = 3.6986 in 0.2S = .7397 in Cumulative Runoff ------------------- 2.4383 in 90281 cu.ft HYG Volume... 90257 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .40275 hrs (ID: BASIN4) Computational Incr, Tm = .05370 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 28.70 cfs Unit peak time Tp = .26850 hrs Unit receding limb, Tr = 1.07401 hrs Total unit time, Tb = 1.34251 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.33 Name.... BASIN4 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN4 15-Yr Tc = .4028 hrs Drainage Area = 10.200 acres Runoff CN= 73 Calc.Increment= .05370 hrs Out.Incr.= .0500 hrs HYG Volume = 90257 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | .00 .00 .00 .01 .01 9.2000 | .01 .02 .02 .03 .04 9.4500 | .04 .05 .06 .06 .07 9.7000 | .08 .09 .10 .11 .12 9.9500 | .13 .14 .15 .16 .17 10.2000 | .19 .20 .22 .23 .25 10.4500 | .27 .29 .31 .33 .35 10.7000 | .38 .40 .43 .46 .50 10.9500 | .53 .57 .61 .65 .70 11.2000 | .75 .81 .88 .95 1.03 11.4500 | 1.12 1.22 1.35 1.54 1.89 11.7000 | 2.47 3.43 4.86 6.99 9.92 11.9500 | 13.62 17.62 21.08 23.20 23.54 12.2000 | 22.19 19.70 16.81 14.06 11.81 12.4500 | 10.06 8.68 7.55 6.62 5.85 12.7000 | 5.22 4.69 4.27 3.93 3.65 12.9500 | 3.42 3.22 3.05 2.90 2.76 13.2000 | 2.64 2.54 2.45 2.38 2.31 13.4500 | 2.25 2.19 2.13 2.07 2.02 13.7000 | 1.97 1.92 1.87 1.83 1.79 13.9500 | 1.75 1.71 1.67 1.63 1.60 14.2000 | 1.56 1.53 1.51 1.48 1.46 14.4500 | 1.44 1.43 1.41 1.40 1.38 14.7000 | 1.37 1.35 1.34 1.33 1.31 14.9500 | 1.30 1.29 1.27 1.26 1.25 15.2000 | 1.23 1.22 1.21 1.20 1.18 15.4500 | 1.17 1.16 1.14 1.13 1.12 15.7000 | 1.10 1.09 1.07 1.06 1.05 15.9500 | 1.03 1.02 1.01 .99 .98 16.2000 | .97 .96 .95 .94 .93 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.34 Name.... BASIN4 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.4500 | .93 .92 .92 .91 .90 16.7000 | .90 .89 .89 .88 .88 16.9500 | .88 .87 .87 .86 .86 17.2000 | .85 .85 .84 .84 .83 17.4500 | .83 .82 .82 .81 .81 17.7000 | .80 .80 .79 .79 .78 17.9500 | .78 .77 .77 .76 .76 18.2000 | .76 .75 .75 .74 .74 18.4500 | .73 .73 .72 .72 .71 18.7000 | .71 .70 .70 .69 .69 18.9500 | .68 .68 .67 .67 .66 19.2000 | .66 .65 .65 .64 .64 19.4500 | .63 .63 .62 .62 .61 19.7000 | .61 .60 .60 .59 .59 19.9500 | .58 .58 .57 .57 .56 20.2000 | .56 .55 .55 .55 .55 20.4500 | .54 .54 .54 .54 .54 20.7000 | .54 .54 .53 .53 .53 20.9500 | .53 .53 .53 .53 .53 21.2000 | .53 .53 .53 .52 .52 21.4500 | .52 .52 .52 .52 .52 21.7000 | .52 .52 .52 .51 .51 21.9500 | .51 .51 .51 .51 .51 22.2000 | .51 .51 .51 .51 .50 22.4500 | .50 .50 .50 .50 .50 22.7000 | .50 .50 .50 .50 .49 22.9500 | .49 .49 .49 .49 .49 23.2000 | .49 .49 .49 .49 .49 23.4500 | .48 .48 .48 .48 .48 23.7000 | .48 .48 .48 .48 .48 23.9500 | .47 .47 .47 .44 .40 24.2000 | .35 .28 .22 .17 .12 24.4500 | .09 .07 .05 .04 .03 24.7000 | .02 .01 .01 .01 .01 24.9500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.35 Name.... BASIN4 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN4 25-yr Tc = .4028 hrs Drainage Area = 10.200 acres Runoff CN= 73 ============================================ Computational Time Increment = .05370 hrs Computed Peak Time = 12.1363 hrs Computed Peak Flow = 27.88 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 27.51 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN4 CN = 73 Area = 10.200 acres S = 3.6986 in 0.2S = .7397 in Cumulative Runoff ------------------- 2.8415 in 105210 cu.ft HYG Volume... 105180 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .40275 hrs (ID: BASIN4) Computational Incr, Tm = .05370 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 28.70 cfs Unit peak time Tp = .26850 hrs Unit receding limb, Tr = 1.07401 hrs Total unit time, Tb = 1.34251 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.36 Name.... BASIN4 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN4 25-yr Tc = .4028 hrs Drainage Area = 10.200 acres Runoff CN= 73 Calc.Increment= .05370 hrs Out.Incr.= .0500 hrs HYG Volume = 105180 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.5500 | .00 .00 .00 .01 .01 8.8000 | .02 .02 .03 .03 .04 9.0500 | .05 .06 .07 .07 .08 9.3000 | .09 .10 .11 .12 .13 9.5500 | .13 .14 .15 .16 .17 9.8000 | .18 .19 .20 .22 .23 10.0500 | .25 .26 .28 .29 .31 10.3000 | .33 .35 .37 .40 .42 10.5500 | .45 .47 .50 .53 .57 10.8000 | .60 .64 .68 .72 .77 11.0500 | .82 .87 .93 .99 1.06 11.3000 | 1.14 1.23 1.33 1.44 1.56 11.5500 | 1.72 1.95 2.38 3.09 4.24 11.8000 | 5.96 8.48 11.94 16.25 20.86 12.0500 | 24.83 27.21 27.51 25.87 22.91 12.3000 | 19.51 16.30 13.67 11.63 10.02 12.5500 | 8.71 7.62 6.73 5.99 5.39 12.8000 | 4.90 4.50 4.18 3.91 3.68 13.0500 | 3.49 3.31 3.15 3.02 2.90 13.3000 | 2.80 2.71 2.63 2.56 2.49 13.5500 | 2.42 2.36 2.30 2.24 2.19 13.8000 | 2.13 2.08 2.04 1.99 1.94 14.0500 | 1.90 1.85 1.81 1.78 1.74 14.3000 | 1.71 1.69 1.66 1.64 1.62 14.5500 | 1.60 1.59 1.57 1.55 1.54 14.8000 | 1.52 1.51 1.49 1.48 1.46 15.0500 | 1.45 1.43 1.42 1.40 1.39 15.3000 | 1.37 1.36 1.34 1.33 1.31 15.5500 | 1.30 1.28 1.27 1.25 1.23 15.8000 | 1.22 1.20 1.19 1.17 1.16 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.37 Name.... BASIN4 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.0500 | 1.14 1.13 1.11 1.10 1.09 16.3000 | 1.08 1.07 1.06 1.05 1.04 16.5500 | 1.04 1.03 1.03 1.02 1.01 16.8000 | 1.01 1.00 1.00 .99 .99 17.0500 | .98 .97 .97 .96 .96 17.3000 | .95 .95 .94 .94 .93 17.5500 | .93 .92 .92 .91 .90 17.8000 | .90 .89 .89 .88 .88 18.0500 | .87 .87 .86 .85 .85 18.3000 | .84 .84 .83 .83 .82 18.5500 | .82 .81 .80 .80 .79 18.8000 | .79 .78 .78 .77 .76 19.0500 | .76 .75 .75 .74 .74 19.3000 | .73 .72 .72 .71 .71 19.5500 | .70 .70 .69 .69 .68 19.8000 | .67 .67 .66 .66 .65 20.0500 | .64 .64 .63 .63 .63 20.3000 | .62 .62 .62 .61 .61 20.5500 | .61 .61 .61 .61 .61 20.8000 | .60 .60 .60 .60 .60 21.0500 | .60 .60 .60 .60 .59 21.3000 | .59 .59 .59 .59 .59 21.5500 | .59 .59 .59 .58 .58 21.8000 | .58 .58 .58 .58 .58 22.0500 | .58 .58 .57 .57 .57 22.3000 | .57 .57 .57 .57 .57 22.5500 | .57 .57 .56 .56 .56 22.8000 | .56 .56 .56 .56 .56 23.0500 | .56 .55 .55 .55 .55 23.3000 | .55 .55 .55 .55 .55 23.5500 | .54 .54 .54 .54 .54 23.8000 | .54 .54 .54 .54 .53 24.0500 | .52 .50 .46 .39 .32 24.3000 | .25 .19 .14 .10 .07 24.5500 | .05 .04 .03 .02 .02 24.8000 | .01 .01 .01 .00 .00 25.0500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.38 Name.... BASIN4 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN4 100-yr Tc = .4028 hrs Drainage Area = 10.200 acres Runoff CN= 73 ============================================ Computational Time Increment = .05370 hrs Computed Peak Time = 12.1363 hrs Computed Peak Flow = 38.72 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 38.16 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN4 CN = 73 Area = 10.200 acres S = 3.6986 in 0.2S = .7397 in Cumulative Runoff ------------------- 3.9353 in 145708 cu.ft HYG Volume... 145662 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .40275 hrs (ID: BASIN4) Computational Incr, Tm = .05370 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 28.70 cfs Unit peak time Tp = .26850 hrs Unit receding limb, Tr = 1.07401 hrs Total unit time, Tb = 1.34251 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.39 Name.... BASIN4 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN4 100-yr Tc = .4028 hrs Drainage Area = 10.200 acres Runoff CN= 73 Calc.Increment= .05370 hrs Out.Incr.= .0500 hrs HYG Volume = 145662 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.4500 | .00 .00 .00 .01 .01 7.7000 | .01 .02 .02 .03 .03 7.9500 | .04 .04 .05 .06 .06 8.2000 | .07 .08 .08 .09 .10 8.4500 | .11 .12 .13 .14 .15 8.7000 | .16 .17 .18 .19 .20 8.9500 | .22 .23 .24 .26 .27 9.2000 | .29 .30 .31 .32 .34 9.4500 | .35 .36 .37 .38 .39 9.7000 | .41 .42 .44 .46 .48 9.9500 | .50 .52 .54 .56 .59 10.2000 | .62 .65 .68 .71 .74 10.4500 | .78 .82 .86 .90 .94 10.7000 | .99 1.04 1.09 1.15 1.21 10.9500 | 1.28 1.35 1.42 1.50 1.59 11.2000 | 1.68 1.79 1.92 2.05 2.20 11.4500 | 2.36 2.54 2.77 3.12 3.76 11.7000 | 4.81 6.52 9.01 12.61 17.46 11.9500 | 23.41 29.67 34.94 37.98 38.16 12.2000 | 35.71 31.49 26.73 22.26 18.62 12.4500 | 15.79 13.57 11.76 10.27 9.04 12.7000 | 8.04 7.21 6.55 6.01 5.57 12.9500 | 5.20 4.90 4.63 4.39 4.18 13.2000 | 3.99 3.84 3.70 3.58 3.48 13.4500 | 3.38 3.29 3.20 3.12 3.03 13.7000 | 2.96 2.88 2.81 2.75 2.68 13.9500 | 2.62 2.56 2.50 2.44 2.39 14.2000 | 2.34 2.29 2.25 2.22 2.18 14.4500 | 2.16 2.13 2.11 2.08 2.06 14.7000 | 2.04 2.02 2.00 1.98 1.96 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.40 Name.... BASIN4 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.9500 | 1.94 1.92 1.90 1.88 1.86 15.2000 | 1.84 1.82 1.80 1.78 1.76 15.4500 | 1.74 1.72 1.70 1.68 1.66 15.7000 | 1.64 1.62 1.60 1.58 1.56 15.9500 | 1.53 1.51 1.49 1.47 1.46 16.2000 | 1.44 1.42 1.41 1.39 1.38 16.4500 | 1.37 1.36 1.36 1.35 1.34 16.7000 | 1.33 1.32 1.32 1.31 1.30 16.9500 | 1.29 1.29 1.28 1.27 1.27 17.2000 | 1.26 1.25 1.24 1.24 1.23 17.4500 | 1.22 1.21 1.21 1.20 1.19 17.7000 | 1.19 1.18 1.17 1.16 1.16 17.9500 | 1.15 1.14 1.13 1.13 1.12 18.2000 | 1.11 1.11 1.10 1.09 1.08 18.4500 | 1.08 1.07 1.06 1.05 1.05 18.7000 | 1.04 1.03 1.02 1.02 1.01 18.9500 | 1.00 1.00 .99 .98 .97 19.2000 | .97 .96 .95 .94 .94 19.4500 | .93 .92 .91 .91 .90 19.7000 | .89 .88 .88 .87 .86 19.9500 | .85 .85 .84 .83 .82 20.2000 | .82 .81 .81 .80 .80 20.4500 | .80 .80 .79 .79 .79 20.7000 | .79 .79 .78 .78 .78 20.9500 | .78 .78 .78 .78 .77 21.2000 | .77 .77 .77 .77 .77 21.4500 | .77 .76 .76 .76 .76 21.7000 | .76 .76 .76 .75 .75 21.9500 | .75 .75 .75 .75 .75 22.2000 | .74 .74 .74 .74 .74 22.4500 | .74 .74 .73 .73 .73 22.7000 | .73 .73 .73 .73 .72 22.9500 | .72 .72 .72 .72 .72 23.2000 | .72 .71 .71 .71 .71 23.4500 | .71 .71 .71 .70 .70 23.7000 | .70 .70 .70 .70 .69 23.9500 | .69 .69 .68 .65 .59 24.2000 | .51 .41 .32 .24 .18 24.4500 | .13 .10 .07 .05 .04 24.7000 | .03 .02 .01 .01 .01 24.9500 | .01 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.41 Name.... BASIN5 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN5 15-Yr Tc = .3078 hrs Drainage Area = 19.300 acres Runoff CN= 71 ============================================ Computational Time Increment = .04104 hrs Computed Peak Time = 12.0657 hrs Computed Peak Flow = 47.93 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 47.49 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN5 CN = 71 Area = 19.300 acres S = 4.0845 in 0.2S = .8169 in Cumulative Runoff ------------------- 2.2688 in 158952 cu.ft HYG Volume... 158941 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .30780 hrs (ID: BASIN5) Computational Incr, Tm = .04104 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 71.05 cfs Unit peak time Tp = .20520 hrs Unit receding limb, Tr = .82080 hrs Total unit time, Tb = 1.02600 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.42 Name.... BASIN5 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN5 15-Yr Tc = .3078 hrs Drainage Area = 19.300 acres Runoff CN= 71 Calc.Increment= .04104 hrs Out.Incr.= .0500 hrs HYG Volume = 158941 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.4000 | .00 .00 .01 .01 .02 9.6500 | .03 .04 .06 .07 .08 9.9000 | .10 .12 .14 .16 .18 10.1500 | .20 .22 .25 .27 .30 10.4000 | .33 .36 .40 .43 .47 10.6500 | .51 .55 .60 .65 .71 10.9000 | .77 .83 .90 .97 1.04 11.1500 | 1.13 1.23 1.34 1.47 1.62 11.4000 | 1.77 1.94 2.13 2.40 2.89 11.6500 | 3.76 5.24 7.64 11.14 16.25 11.9000 | 23.47 32.59 41.26 46.75 47.49 12.1500 | 43.16 36.01 28.91 22.99 18.66 12.4000 | 15.65 13.40 11.63 10.20 9.04 12.6500 | 8.11 7.36 6.76 6.28 5.90 12.9000 | 5.60 5.35 5.13 4.93 4.76 13.1500 | 4.59 4.44 4.31 4.19 4.08 13.4000 | 3.98 3.88 3.78 3.68 3.59 13.6500 | 3.50 3.42 3.34 3.26 3.19 13.9000 | 3.12 3.05 2.98 2.91 2.85 14.1500 | 2.79 2.73 2.69 2.65 2.62 14.4000 | 2.59 2.56 2.53 2.51 2.49 14.6500 | 2.46 2.44 2.41 2.39 2.37 14.9000 | 2.34 2.32 2.30 2.27 2.25 15.1500 | 2.23 2.20 2.18 2.16 2.13 15.4000 | 2.11 2.08 2.06 2.04 2.01 15.6500 | 1.99 1.96 1.94 1.92 1.89 15.9000 | 1.87 1.84 1.82 1.79 1.77 16.1500 | 1.75 1.73 1.71 1.70 1.69 16.4000 | 1.68 1.67 1.66 1.65 1.64 16.6500 | 1.63 1.62 1.61 1.60 1.60 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.43 Name.... BASIN5 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.9000 | 1.59 1.58 1.57 1.56 1.55 17.1500 | 1.54 1.54 1.53 1.52 1.51 17.4000 | 1.50 1.49 1.48 1.48 1.47 17.6500 | 1.46 1.45 1.44 1.43 1.42 17.9000 | 1.41 1.41 1.40 1.39 1.38 18.1500 | 1.37 1.36 1.35 1.34 1.33 18.4000 | 1.33 1.32 1.31 1.30 1.29 18.6500 | 1.28 1.27 1.26 1.25 1.25 18.9000 | 1.24 1.23 1.22 1.21 1.20 19.1500 | 1.19 1.18 1.17 1.16 1.15 19.4000 | 1.15 1.14 1.13 1.12 1.11 19.6500 | 1.10 1.09 1.08 1.07 1.06 19.9000 | 1.05 1.04 1.04 1.03 1.02 20.1500 | 1.01 1.00 1.00 .99 .99 20.4000 | .99 .99 .98 .98 .98 20.6500 | .98 .98 .97 .97 .97 20.9000 | .97 .97 .97 .96 .96 21.1500 | .96 .96 .96 .96 .95 21.4000 | .95 .95 .95 .95 .95 21.6500 | .94 .94 .94 .94 .94 21.9000 | .94 .93 .93 .93 .93 22.1500 | .93 .93 .92 .92 .92 22.4000 | .92 .92 .91 .91 .91 22.6500 | .91 .91 .91 .90 .90 22.9000 | .90 .90 .90 .90 .89 23.1500 | .89 .89 .89 .89 .89 23.4000 | .88 .88 .88 .88 .88 23.6500 | .88 .87 .87 .87 .87 23.9000 | .87 .86 .86 .84 .77 24.1500 | .64 .49 .35 .23 .15 24.4000 | .10 .07 .05 .03 .02 24.6500 | .01 .01 .01 .00 .00 24.9000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.44 Name.... BASIN5 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN5 25-yr Tc = .3078 hrs Drainage Area = 19.300 acres Runoff CN= 71 ============================================ Computational Time Increment = .04104 hrs Computed Peak Time = 12.0657 hrs Computed Peak Flow = 56.50 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 55.82 cfs ============================================ DRAINAGE AREA ------------------- ID:BASIN5 CN = 71 Area = 19.300 acres S = 4.0845 in 0.2S = .8169 in Cumulative Runoff ------------------- 2.6590 in 186285 cu.ft HYG Volume... 186272 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .30780 hrs (ID: BASIN5) Computational Incr, Tm = .04104 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 71.05 cfs Unit peak time Tp = .20520 hrs Unit receding limb, Tr = .82080 hrs Total unit time, Tb = 1.02600 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.45 Name.... BASIN5 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN5 25-yr Tc = .3078 hrs Drainage Area = 19.300 acres Runoff CN= 71 Calc.Increment= .04104 hrs Out.Incr.= .0500 hrs HYG Volume = 186272 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | .00 .00 .01 .01 .02 9.2000 | .03 .04 .06 .07 .09 9.4500 | .10 .12 .13 .15 .16 9.7000 | .18 .20 .21 .24 .26 9.9500 | .28 .30 .33 .36 .38 10.2000 | .41 .45 .48 .52 .56 10.4500 | .60 .64 .68 .73 .78 10.7000 | .84 .90 .96 1.03 1.11 10.9500 | 1.18 1.27 1.35 1.45 1.56 11.2000 | 1.68 1.82 1.98 2.16 2.35 11.4500 | 2.56 2.79 3.12 3.72 4.81 11.7000 | 6.63 9.57 13.80 19.88 28.40 11.9500 | 39.03 49.02 55.20 55.82 50.56 12.2000 | 42.08 33.72 26.76 21.68 18.16 12.4500 | 15.51 13.44 11.78 10.42 9.34 12.7000 | 8.47 7.78 7.22 6.78 6.43 12.9500 | 6.13 5.88 5.66 5.45 5.26 13.2000 | 5.09 4.94 4.80 4.67 4.55 13.4500 | 4.44 4.32 4.21 4.11 4.01 13.7000 | 3.91 3.82 3.73 3.64 3.56 13.9500 | 3.48 3.40 3.33 3.25 3.18 14.2000 | 3.12 3.07 3.03 2.99 2.95 14.4500 | 2.92 2.89 2.86 2.84 2.81 14.7000 | 2.78 2.75 2.73 2.70 2.67 14.9500 | 2.65 2.62 2.59 2.57 2.54 15.2000 | 2.51 2.48 2.46 2.43 2.40 15.4500 | 2.38 2.35 2.32 2.29 2.26 15.7000 | 2.24 2.21 2.18 2.15 2.13 15.9500 | 2.10 2.07 2.04 2.01 1.99 16.2000 | 1.97 1.95 1.93 1.92 1.91 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.46 Name.... BASIN5 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.4500 | 1.90 1.88 1.87 1.86 1.85 16.7000 | 1.84 1.83 1.82 1.81 1.80 16.9500 | 1.79 1.79 1.78 1.77 1.76 17.2000 | 1.75 1.74 1.73 1.72 1.71 17.4500 | 1.70 1.69 1.68 1.67 1.66 17.7000 | 1.65 1.64 1.63 1.62 1.61 17.9500 | 1.60 1.59 1.58 1.57 1.56 18.2000 | 1.55 1.54 1.53 1.52 1.51 18.4500 | 1.50 1.49 1.48 1.47 1.45 18.7000 | 1.44 1.43 1.42 1.41 1.40 18.9500 | 1.39 1.38 1.37 1.36 1.35 19.2000 | 1.34 1.33 1.32 1.31 1.30 19.4500 | 1.29 1.28 1.27 1.26 1.25 19.7000 | 1.24 1.23 1.22 1.21 1.20 19.9500 | 1.19 1.18 1.16 1.16 1.15 20.2000 | 1.14 1.13 1.13 1.12 1.12 20.4500 | 1.12 1.12 1.11 1.11 1.11 20.7000 | 1.11 1.10 1.10 1.10 1.10 20.9500 | 1.10 1.10 1.09 1.09 1.09 21.2000 | 1.09 1.09 1.08 1.08 1.08 21.4500 | 1.08 1.08 1.07 1.07 1.07 21.7000 | 1.07 1.07 1.06 1.06 1.06 21.9500 | 1.06 1.06 1.05 1.05 1.05 22.2000 | 1.05 1.05 1.04 1.04 1.04 22.4500 | 1.04 1.04 1.03 1.03 1.03 22.7000 | 1.03 1.03 1.02 1.02 1.02 22.9500 | 1.02 1.02 1.01 1.01 1.01 23.2000 | 1.01 1.01 1.00 1.00 1.00 23.4500 | 1.00 1.00 .99 .99 .99 23.7000 | .99 .99 .98 .98 .98 23.9500 | .98 .97 .95 .87 .73 24.2000 | .55 .39 .26 .17 .12 24.4500 | .08 .05 .03 .02 .02 24.7000 | .01 .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.47 Name.... BASIN5 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN5 100-yr Tc = .3078 hrs Drainage Area = 19.300 acres Runoff CN= 71 ============================================ Computational Time Increment = .04104 hrs Computed Peak Time = 12.0657 hrs Computed Peak Flow = 79.63 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 78.24 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% ============================================ DRAINAGE AREA ------------------- ID:BASIN5 CN = 71 Area = 19.300 acres S = 4.0845 in 0.2S = .8169 in Cumulative Runoff ------------------- 3.7234 in 260860 cu.ft HYG Volume... 260841 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .30780 hrs (ID: BASIN5) Computational Incr, Tm = .04104 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 71.05 cfs Unit peak time Tp = .20520 hrs Unit receding limb, Tr = .82080 hrs Total unit time, Tb = 1.02600 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.48 Name.... BASIN5 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BASIN5 100-yr Tc = .3078 hrs Drainage Area = 19.300 acres Runoff CN= 71 Calc.Increment= .04104 hrs Out.Incr.= .0500 hrs HYG Volume = 260841 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.9500 | .00 .00 .01 .01 .02 8.2000 | .03 .04 .05 .06 .08 8.4500 | .09 .11 .12 .14 .16 8.7000 | .17 .19 .21 .23 .26 8.9500 | .28 .30 .32 .35 .37 9.2000 | .39 .42 .44 .46 .48 9.4500 | .50 .52 .54 .56 .59 9.7000 | .61 .64 .67 .70 .74 9.9500 | .78 .82 .86 .90 .95 10.2000 | 1.00 1.05 1.11 1.17 1.23 10.4500 | 1.30 1.37 1.44 1.51 1.59 10.7000 | 1.68 1.78 1.88 1.99 2.11 10.9500 | 2.23 2.35 2.49 2.64 2.80 11.2000 | 2.99 3.21 3.46 3.73 4.02 11.4500 | 4.33 4.68 5.19 6.12 7.79 11.7000 | 10.57 14.98 21.21 29.98 41.98 11.9500 | 56.65 70.10 78.04 78.24 70.42 12.2000 | 58.33 46.56 36.83 29.72 24.81 12.4500 | 21.12 18.25 15.95 14.08 12.60 12.7000 | 11.40 10.45 9.69 9.09 8.61 12.9500 | 8.21 7.87 7.56 7.29 7.03 13.2000 | 6.80 6.59 6.40 6.23 6.07 13.4500 | 5.91 5.76 5.61 5.47 5.33 13.7000 | 5.20 5.07 4.96 4.84 4.73 13.9500 | 4.63 4.52 4.42 4.32 4.23 14.2000 | 4.14 4.07 4.01 3.96 3.92 14.4500 | 3.87 3.83 3.79 3.76 3.72 14.7000 | 3.68 3.65 3.61 3.57 3.54 14.9500 | 3.50 3.47 3.43 3.39 3.36 15.2000 | 3.32 3.28 3.25 3.21 3.17 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.49 Name.... BASIN5 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.4500 | 3.14 3.10 3.06 3.03 2.99 15.7000 | 2.95 2.92 2.88 2.84 2.80 15.9500 | 2.77 2.73 2.69 2.66 2.62 16.2000 | 2.59 2.57 2.55 2.53 2.51 16.4500 | 2.50 2.48 2.47 2.45 2.44 16.7000 | 2.43 2.41 2.40 2.39 2.38 16.9500 | 2.36 2.35 2.34 2.32 2.31 17.2000 | 2.30 2.28 2.27 2.26 2.24 17.4500 | 2.23 2.22 2.20 2.19 2.18 17.7000 | 2.16 2.15 2.14 2.12 2.11 17.9500 | 2.10 2.08 2.07 2.06 2.04 18.2000 | 2.03 2.02 2.00 1.99 1.98 18.4500 | 1.96 1.95 1.94 1.92 1.91 18.7000 | 1.90 1.88 1.87 1.85 1.84 18.9500 | 1.83 1.81 1.80 1.79 1.77 19.2000 | 1.76 1.75 1.73 1.72 1.70 19.4500 | 1.69 1.68 1.66 1.65 1.64 19.7000 | 1.62 1.61 1.59 1.58 1.57 19.9500 | 1.55 1.54 1.53 1.51 1.50 20.2000 | 1.49 1.48 1.48 1.47 1.47 20.4500 | 1.46 1.46 1.46 1.45 1.45 20.7000 | 1.45 1.45 1.44 1.44 1.44 20.9500 | 1.44 1.43 1.43 1.43 1.42 21.2000 | 1.42 1.42 1.42 1.41 1.41 21.4500 | 1.41 1.41 1.40 1.40 1.40 21.7000 | 1.40 1.39 1.39 1.39 1.39 21.9500 | 1.38 1.38 1.38 1.38 1.37 22.2000 | 1.37 1.37 1.36 1.36 1.36 22.4500 | 1.36 1.35 1.35 1.35 1.35 22.7000 | 1.34 1.34 1.34 1.34 1.33 22.9500 | 1.33 1.33 1.33 1.32 1.32 23.2000 | 1.32 1.31 1.31 1.31 1.31 23.4500 | 1.30 1.30 1.30 1.30 1.29 23.7000 | 1.29 1.29 1.29 1.28 1.28 23.9500 | 1.28 1.27 1.24 1.13 .95 24.2000 | .72 .51 .34 .23 .15 24.4500 | .10 .07 .05 .03 .02 24.7000 | .01 .01 .00 .00 .00 24.9500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.50 Name.... BYPASS1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS1 15-Yr Tc = .4544 hrs Drainage Area = 60.800 acres Runoff CN= 90 ============================================ Computational Time Increment = .06059 hrs Computed Peak Time = 12.1181 hrs Computed Peak Flow = 216.28 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 215.37 cfs ============================================ DRAINAGE AREA ------------------- ID:BYPASS1 CN = 90 Area = 60.800 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 4.0694 in 898138 cu.ft HYG Volume... 898134 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .45443 hrs (ID: BYPASS1) Computational Incr, Tm = .06059 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 151.60 cfs Unit peak time Tp = .30295 hrs Unit receding limb, Tr = 1.21181 hrs Total unit time, Tb = 1.51476 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.51 Name.... BYPASS1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS1 15-Yr Tc = .4544 hrs Drainage Area = 60.800 acres Runoff CN= 90 Calc.Increment= .06059 hrs Out.Incr.= .0500 hrs HYG Volume = 898134 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.7000 | .00 .00 .01 .01 .02 3.9500 | .03 .05 .07 .09 .11 4.2000 | .14 .16 .19 .21 .24 4.4500 | .27 .30 .33 .36 .39 4.7000 | .42 .45 .48 .51 .54 4.9500 | .57 .61 .64 .67 .70 5.2000 | .74 .77 .81 .84 .87 5.4500 | .91 .94 .98 1.01 1.05 5.7000 | 1.09 1.12 1.16 1.20 1.23 5.9500 | 1.27 1.31 1.34 1.38 1.42 6.2000 | 1.46 1.49 1.53 1.57 1.61 6.4500 | 1.65 1.69 1.73 1.77 1.81 6.7000 | 1.84 1.88 1.92 1.96 2.00 6.9500 | 2.05 2.09 2.13 2.17 2.21 7.2000 | 2.25 2.29 2.33 2.37 2.41 7.4500 | 2.46 2.50 2.54 2.58 2.62 7.7000 | 2.67 2.71 2.75 2.79 2.84 7.9500 | 2.88 2.92 2.96 3.01 3.06 8.2000 | 3.11 3.17 3.24 3.31 3.39 8.4500 | 3.48 3.57 3.67 3.77 3.88 8.7000 | 3.99 4.10 4.21 4.33 4.44 8.9500 | 4.56 4.68 4.80 4.93 5.05 9.2000 | 5.16 5.26 5.36 5.45 5.52 9.4500 | 5.59 5.66 5.72 5.78 5.84 9.7000 | 5.92 6.00 6.11 6.23 6.37 9.9500 | 6.52 6.68 6.86 7.05 7.24 10.2000 | 7.45 7.67 7.91 8.16 8.42 10.4500 | 8.70 8.98 9.28 9.58 9.90 10.7000 | 10.25 10.61 11.00 11.42 11.86 10.9500 | 12.33 12.81 13.32 13.85 14.43 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.52 Name.... BYPASS1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.2000 | 15.08 15.81 16.62 17.51 18.49 11.4500 | 19.55 20.74 22.32 24.73 28.55 11.7000 | 34.47 43.83 57.78 77.18 102.07 11.9500 | 131.69 164.23 192.68 210.51 215.37 12.2000 | 207.84 190.46 167.06 142.66 120.55 12.4500 | 102.02 87.08 75.04 65.25 57.19 12.7000 | 50.45 44.82 40.15 36.29 33.21 12.9500 | 30.68 28.53 26.69 25.10 23.70 13.2000 | 22.48 21.39 20.42 19.56 18.82 13.4500 | 18.18 17.64 17.13 16.65 16.18 13.7000 | 15.74 15.33 14.93 14.56 14.20 13.9500 | 13.85 13.52 13.20 12.88 12.59 14.2000 | 12.31 12.05 11.82 11.61 11.43 14.4500 | 11.26 11.10 10.96 10.83 10.70 14.7000 | 10.58 10.47 10.35 10.24 10.13 14.9500 | 10.02 9.91 9.81 9.70 9.59 15.2000 | 9.49 9.38 9.28 9.17 9.06 15.4500 | 8.96 8.85 8.75 8.64 8.54 15.7000 | 8.43 8.32 8.22 8.11 8.01 15.9500 | 7.90 7.79 7.69 7.59 7.49 16.2000 | 7.39 7.30 7.22 7.15 7.09 16.4500 | 7.03 6.97 6.92 6.88 6.83 16.7000 | 6.79 6.75 6.71 6.67 6.63 16.9500 | 6.59 6.55 6.51 6.47 6.44 17.2000 | 6.40 6.36 6.32 6.28 6.25 17.4500 | 6.21 6.17 6.13 6.10 6.06 17.7000 | 6.02 5.98 5.94 5.91 5.87 17.9500 | 5.83 5.79 5.75 5.72 5.68 18.2000 | 5.64 5.60 5.56 5.53 5.49 18.4500 | 5.45 5.41 5.37 5.34 5.30 18.7000 | 5.26 5.22 5.18 5.15 5.11 18.9500 | 5.07 5.03 4.99 4.96 4.92 19.2000 | 4.88 4.84 4.80 4.77 4.73 19.4500 | 4.69 4.65 4.61 4.58 4.54 19.7000 | 4.50 4.46 4.42 4.38 4.35 19.9500 | 4.31 4.27 4.23 4.20 4.16 20.2000 | 4.13 4.10 4.07 4.05 4.03 20.4500 | 4.01 4.00 3.98 3.97 3.96 20.7000 | 3.95 3.94 3.93 3.92 3.92 20.9500 | 3.91 3.90 3.89 3.88 3.88 21.2000 | 3.87 3.86 3.85 3.85 3.84 21.4500 | 3.83 3.82 3.82 3.81 3.80 21.7000 | 3.79 3.79 3.78 3.77 3.76 21.9500 | 3.75 3.75 3.74 3.73 3.72 22.2000 | 3.72 3.71 3.70 3.69 3.69 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.53 Name.... BYPASS1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4500 | 3.68 3.67 3.66 3.66 3.65 22.7000 | 3.64 3.63 3.63 3.62 3.61 22.9500 | 3.60 3.60 3.59 3.58 3.57 23.2000 | 3.57 3.56 3.55 3.54 3.54 23.4500 | 3.53 3.52 3.51 3.51 3.50 23.7000 | 3.49 3.48 3.48 3.47 3.46 23.9500 | 3.45 3.44 3.39 3.27 3.05 24.2000 | 2.72 2.33 1.91 1.51 1.17 24.4500 | .89 .67 .51 .39 .30 24.7000 | .23 .17 .13 .10 .07 24.9500 | .06 .04 .03 .02 .02 25.2000 | .01 .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.54 Name.... BYPASS1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS1 25-yr Tc = .4544 hrs Drainage Area = 60.800 acres Runoff CN= 90 ============================================ Computational Time Increment = .06059 hrs Computed Peak Time = 12.1181 hrs Computed Peak Flow = 240.91 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 239.77 cfs ============================================ DRAINAGE AREA ------------------- ID:BYPASS1 CN = 90 Area = 60.800 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 4.5540 in 1005094 cu.ft HYG Volume... 1005090 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .45443 hrs (ID: BYPASS1) Computational Incr, Tm = .06059 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 151.60 cfs Unit peak time Tp = .30295 hrs Unit receding limb, Tr = 1.21181 hrs Total unit time, Tb = 1.51476 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.55 Name.... BYPASS1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS1 25-yr Tc = .4544 hrs Drainage Area = 60.800 acres Runoff CN= 90 Calc.Increment= .06059 hrs Out.Incr.= .0500 hrs HYG Volume = 1005090 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | .00 .00 .00 .01 .02 3.6500 | .03 .05 .07 .09 .12 3.9000 | .14 .17 .20 .23 .26 4.1500 | .29 .32 .35 .39 .42 4.4000 | .45 .49 .52 .56 .59 4.6500 | .63 .66 .70 .73 .77 4.9000 | .81 .85 .88 .92 .96 5.1500 | 1.00 1.04 1.07 1.11 1.15 5.4000 | 1.19 1.23 1.27 1.31 1.35 5.6500 | 1.39 1.44 1.48 1.52 1.56 5.9000 | 1.60 1.64 1.69 1.73 1.77 6.1500 | 1.82 1.86 1.90 1.95 1.99 6.4000 | 2.03 2.08 2.12 2.17 2.21 6.6500 | 2.25 2.30 2.34 2.39 2.43 6.9000 | 2.48 2.53 2.57 2.62 2.66 7.1500 | 2.71 2.75 2.80 2.85 2.89 7.4000 | 2.94 2.99 3.03 3.08 3.13 7.6500 | 3.17 3.22 3.27 3.32 3.36 7.9000 | 3.41 3.46 3.51 3.56 3.61 8.1500 | 3.66 3.72 3.79 3.86 3.95 8.4000 | 4.04 4.14 4.25 4.36 4.48 8.6500 | 4.60 4.72 4.85 4.98 5.11 8.9000 | 5.24 5.38 5.52 5.66 5.79 9.1500 | 5.93 6.06 6.17 6.28 6.38 9.4000 | 6.47 6.54 6.61 6.68 6.74 9.6500 | 6.81 6.89 6.99 7.11 7.24 9.9000 | 7.40 7.57 7.76 7.95 8.16 10.1500 | 8.39 8.62 8.87 9.14 9.42 10.4000 | 9.72 10.03 10.35 10.68 11.03 10.6500 | 11.39 11.78 12.19 12.63 13.10 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.56 Name.... BYPASS1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.9000 | 13.59 14.12 14.66 15.23 15.84 11.1500 | 16.48 17.21 18.03 18.94 19.95 11.4000 | 21.04 22.23 23.57 25.34 28.04 11.6500 | 32.33 38.98 49.48 65.10 86.77 11.9000 | 114.51 147.44 183.53 214.99 234.59 12.1500 | 239.77 231.21 211.73 185.61 158.44 12.4000 | 133.83 113.22 96.60 83.21 72.32 12.6500 | 63.37 55.88 49.63 44.44 40.16 12.9000 | 36.74 33.93 31.55 29.51 27.74 13.1500 | 26.19 24.84 23.64 22.55 21.60 13.4000 | 20.78 20.08 19.48 18.92 18.38 13.6500 | 17.87 17.38 16.92 16.49 16.07 13.9000 | 15.68 15.29 14.92 14.57 14.22 14.1500 | 13.90 13.59 13.30 13.04 12.81 14.4000 | 12.61 12.43 12.26 12.10 11.95 14.6500 | 11.81 11.68 11.55 11.42 11.30 14.9000 | 11.18 11.06 10.94 10.82 10.70 15.1500 | 10.59 10.47 10.35 10.23 10.12 15.4000 | 10.00 9.88 9.77 9.65 9.53 15.6500 | 9.42 9.30 9.18 9.07 8.95 15.9000 | 8.83 8.71 8.60 8.48 8.37 16.1500 | 8.26 8.15 8.05 7.97 7.89 16.4000 | 7.82 7.75 7.69 7.64 7.58 16.6500 | 7.54 7.49 7.44 7.40 7.35 16.9000 | 7.31 7.27 7.22 7.18 7.14 17.1500 | 7.10 7.05 7.01 6.97 6.93 17.4000 | 6.89 6.85 6.80 6.76 6.72 17.6500 | 6.68 6.64 6.60 6.55 6.51 17.9000 | 6.47 6.43 6.39 6.34 6.30 18.1500 | 6.26 6.22 6.18 6.13 6.09 18.4000 | 6.05 6.01 5.97 5.93 5.88 18.6500 | 5.84 5.80 5.76 5.72 5.67 18.9000 | 5.63 5.59 5.55 5.51 5.46 19.1500 | 5.42 5.38 5.34 5.30 5.25 19.4000 | 5.21 5.17 5.13 5.09 5.04 19.6500 | 5.00 4.96 4.92 4.87 4.83 19.9000 | 4.79 4.75 4.71 4.66 4.62 20.1500 | 4.58 4.55 4.52 4.49 4.46 20.4000 | 4.44 4.42 4.40 4.39 4.38 20.6500 | 4.36 4.35 4.34 4.33 4.32 20.9000 | 4.31 4.31 4.30 4.29 4.28 21.1500 | 4.27 4.26 4.25 4.25 4.24 21.4000 | 4.23 4.22 4.21 4.20 4.20 21.6500 | 4.19 4.18 4.17 4.16 4.15 21.9000 | 4.15 4.14 4.13 4.12 4.11 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.57 Name.... BYPASS1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.1500 | 4.10 4.10 4.09 4.08 4.07 22.4000 | 4.06 4.05 4.05 4.04 4.03 22.6500 | 4.02 4.01 4.00 4.00 3.99 22.9000 | 3.98 3.97 3.96 3.95 3.95 23.1500 | 3.94 3.93 3.92 3.91 3.90 23.4000 | 3.90 3.89 3.88 3.87 3.86 23.6500 | 3.85 3.85 3.84 3.83 3.82 23.9000 | 3.81 3.80 3.79 3.74 3.61 24.1500 | 3.36 3.00 2.56 2.10 1.66 24.4000 | 1.28 .98 .74 .56 .43 24.6500 | .33 .25 .19 .14 .11 24.9000 | .08 .06 .05 .03 .02 25.1500 | .02 .01 .01 .01 .00 25.4000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.58 Name.... BYPASS1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS1 100-yr Tc = .4544 hrs Drainage Area = 60.800 acres Runoff CN= 90 ============================================ Computational Time Increment = .06059 hrs Computed Peak Time = 12.1181 hrs Computed Peak Flow = 304.67 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 302.90 cfs ============================================ DRAINAGE AREA ------------------- ID:BYPASS1 CN = 90 Area = 60.800 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 5.8232 in 1285195 cu.ft HYG Volume... 1285189 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .45443 hrs (ID: BYPASS1) Computational Incr, Tm = .06059 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 151.60 cfs Unit peak time Tp = .30295 hrs Unit receding limb, Tr = 1.21181 hrs Total unit time, Tb = 1.51476 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.59 Name.... BYPASS1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS1 100-yr Tc = .4544 hrs Drainage Area = 60.800 acres Runoff CN= 90 Calc.Increment= .06059 hrs Out.Incr.= .0500 hrs HYG Volume = 1285189 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8500 | .00 .00 .01 .01 .03 3.1000 | .05 .07 .10 .13 .16 3.3500 | .20 .24 .28 .32 .36 3.6000 | .40 .45 .49 .53 .58 3.8500 | .62 .66 .71 .75 .79 4.1000 | .84 .88 .93 .97 1.02 4.3500 | 1.06 1.11 1.15 1.20 1.25 4.6000 | 1.30 1.35 1.40 1.45 1.50 4.8500 | 1.55 1.60 1.65 1.70 1.75 5.1000 | 1.80 1.85 1.91 1.96 2.01 5.3500 | 2.06 2.12 2.17 2.22 2.28 5.6000 | 2.33 2.39 2.44 2.50 2.55 5.8500 | 2.61 2.66 2.72 2.77 2.83 6.1000 | 2.89 2.94 3.00 3.06 3.11 6.3500 | 3.17 3.23 3.29 3.34 3.40 6.6000 | 3.46 3.52 3.57 3.63 3.69 6.8500 | 3.75 3.81 3.87 3.92 3.98 7.1000 | 4.04 4.10 4.16 4.22 4.28 7.3500 | 4.34 4.40 4.45 4.51 4.57 7.6000 | 4.63 4.69 4.75 4.81 4.87 7.8500 | 4.93 4.99 5.05 5.11 5.17 8.1000 | 5.23 5.30 5.38 5.47 5.57 8.3500 | 5.68 5.80 5.94 6.08 6.23 8.6000 | 6.39 6.55 6.71 6.88 7.05 8.8500 | 7.23 7.41 7.59 7.77 7.95 9.1000 | 8.13 8.31 8.47 8.62 8.76 9.3500 | 8.88 8.99 9.08 9.17 9.24 9.6000 | 9.32 9.41 9.50 9.62 9.77 9.8500 | 9.95 10.15 10.37 10.61 10.86 10.1000 | 11.14 11.43 11.73 12.06 12.40 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.60 Name.... BYPASS1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.3500 | 12.77 13.15 13.56 13.97 14.40 10.6000 | 14.85 15.32 15.82 16.35 16.91 10.8500 | 17.52 18.16 18.83 19.53 20.26 11.1000 | 21.04 21.87 22.80 23.85 25.02 11.3500 | 26.31 27.72 29.24 30.95 33.22 11.6000 | 36.69 42.20 50.74 64.19 84.14 11.8500 | 111.68 146.77 188.25 233.53 272.74 12.1000 | 296.90 302.90 291.65 266.76 233.60 12.3500 | 199.25 168.18 142.17 121.22 104.33 12.6000 | 90.62 79.35 69.92 62.06 55.54 12.8500 | 50.17 45.87 42.35 39.36 36.80 13.1000 | 34.58 32.64 30.95 29.44 28.08 13.3500 | 26.89 25.87 24.99 24.24 23.54 13.6000 | 22.87 22.24 21.63 21.05 20.51 13.8500 | 19.99 19.50 19.02 18.56 18.12 14.1000 | 17.69 17.28 16.89 16.54 16.22 14.3500 | 15.93 15.68 15.45 15.23 15.04 14.6000 | 14.86 14.68 14.52 14.36 14.20 14.8500 | 14.04 13.89 13.74 13.59 13.45 15.1000 | 13.30 13.15 13.01 12.86 12.71 15.3500 | 12.57 12.42 12.28 12.13 11.99 15.6000 | 11.84 11.70 11.55 11.40 11.26 15.8500 | 11.11 10.97 10.82 10.68 10.53 16.1000 | 10.39 10.25 10.12 10.00 9.89 16.3500 | 9.79 9.70 9.62 9.55 9.48 16.6000 | 9.42 9.35 9.30 9.24 9.18 16.8500 | 9.13 9.07 9.02 8.97 8.91 17.1000 | 8.86 8.81 8.76 8.70 8.65 17.3500 | 8.60 8.55 8.50 8.44 8.39 17.6000 | 8.34 8.29 8.24 8.18 8.13 17.8500 | 8.08 8.03 7.97 7.92 7.87 18.1000 | 7.82 7.77 7.71 7.66 7.61 18.3500 | 7.56 7.51 7.45 7.40 7.35 18.6000 | 7.30 7.25 7.19 7.14 7.09 18.8500 | 7.04 6.98 6.93 6.88 6.83 19.1000 | 6.78 6.72 6.67 6.62 6.57 19.3500 | 6.51 6.46 6.41 6.36 6.31 19.6000 | 6.25 6.20 6.15 6.10 6.04 19.8500 | 5.99 5.94 5.89 5.84 5.78 20.1000 | 5.73 5.68 5.64 5.60 5.56 20.3500 | 5.53 5.50 5.48 5.46 5.44 20.6000 | 5.43 5.41 5.40 5.38 5.37 20.8500 | 5.36 5.35 5.34 5.33 5.32 21.1000 | 5.31 5.30 5.28 5.27 5.26 21.3500 | 5.25 5.24 5.23 5.22 5.21 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.61 Name.... BYPASS1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.6000 | 5.20 5.19 5.18 5.17 5.16 21.8500 | 5.15 5.14 5.13 5.12 5.11 22.1000 | 5.10 5.09 5.08 5.07 5.06 22.3500 | 5.05 5.04 5.03 5.01 5.00 22.6000 | 4.99 4.98 4.97 4.96 4.95 22.8500 | 4.94 4.93 4.92 4.91 4.90 23.1000 | 4.89 4.88 4.87 4.86 4.85 23.3500 | 4.84 4.83 4.82 4.81 4.80 23.6000 | 4.79 4.78 4.76 4.75 4.74 23.8500 | 4.73 4.72 4.71 4.70 4.63 24.1000 | 4.47 4.16 3.72 3.18 2.60 24.3500 | 2.06 1.59 1.21 .92 .70 24.6000 | .53 .41 .31 .24 .18 24.8500 | .13 .10 .08 .06 .04 25.1000 | .03 .02 .02 .01 .01 25.3500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.62 Name.... BYPASS2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS2 15-Yr Tc = .4172 hrs Drainage Area = 128.100 acres Runoff CN= 78 ============================================ Computational Time Increment = .05563 hrs Computed Peak Time = 12.1266 hrs Computed Peak Flow = 349.99 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 345.44 cfs ============================================ DRAINAGE AREA ------------------- ID:BYPASS2 CN = 78 Area = 128.100 acres S = 2.8205 in 0.2S = .5641 in Cumulative Runoff ------------------- 2.8823 in 1340274 cu.ft HYG Volume... 1339369 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .41720 hrs (ID: BYPASS2) Computational Incr, Tm = .05563 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 347.90 cfs Unit peak time Tp = .27813 hrs Unit receding limb, Tr = 1.11253 hrs Total unit time, Tb = 1.39066 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.63 Name.... BYPASS2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS2 15-Yr Tc = .4172 hrs Drainage Area = 128.100 acres Runoff CN= 78 Calc.Increment= .05563 hrs Out.Incr.= .0500 hrs HYG Volume = 1339369 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.5000 | .00 .00 .01 .01 .03 7.7500 | .05 .08 .12 .16 .20 8.0000 | .25 .30 .36 .41 .47 8.2500 | .53 .60 .66 .74 .81 8.5000 | .89 .98 1.06 1.16 1.25 8.7500 | 1.35 1.45 1.56 1.67 1.78 9.0000 | 1.90 2.02 2.15 2.27 2.40 9.2500 | 2.52 2.64 2.75 2.86 2.97 9.5000 | 3.08 3.18 3.29 3.40 3.52 9.7500 | 3.65 3.80 3.95 4.12 4.31 10.0000 | 4.50 4.71 4.93 5.16 5.40 10.2500 | 5.66 5.93 6.22 6.53 6.86 10.5000 | 7.19 7.55 7.92 8.32 8.74 10.7500 | 9.19 9.68 10.20 10.76 11.35 11.0000 | 11.97 12.63 13.34 14.11 14.97 11.2500 | 15.94 17.03 18.24 19.57 21.02 11.5000 | 22.66 24.85 28.26 33.96 43.29 11.7500 | 57.65 78.53 108.66 151.12 204.68 12.0000 | 262.02 310.41 339.92 345.44 327.80 12.2500 | 293.51 252.17 211.91 177.78 151.07 12.5000 | 129.95 112.83 98.61 86.77 77.02 12.7500 | 68.99 62.44 57.14 52.90 49.37 13.0000 | 46.38 43.78 41.48 39.41 37.57 13.2500 | 35.97 34.61 33.45 32.46 31.54 13.5000 | 30.67 29.83 29.04 28.27 27.54 13.7500 | 26.85 26.19 25.56 24.96 24.38 14.0000 | 23.82 23.26 22.73 22.22 21.75 14.2500 | 21.32 20.94 20.60 20.30 20.03 14.5000 | 19.79 19.56 19.34 19.13 18.93 14.7500 | 18.74 18.54 18.36 18.17 17.98 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.64 Name.... BYPASS2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.0000 | 17.80 17.61 17.42 17.24 17.05 15.2500 | 16.87 16.69 16.50 16.32 16.13 15.5000 | 15.95 15.76 15.57 15.38 15.20 15.7500 | 15.01 14.82 14.64 14.45 14.26 16.0000 | 14.07 13.88 13.70 13.52 13.36 16.2500 | 13.20 13.07 12.95 12.84 12.75 16.5000 | 12.66 12.58 12.50 12.42 12.35 16.7500 | 12.28 12.21 12.14 12.07 12.01 17.0000 | 11.94 11.87 11.81 11.74 11.67 17.2500 | 11.61 11.54 11.47 11.41 11.34 17.5000 | 11.27 11.21 11.14 11.07 11.00 17.7500 | 10.94 10.87 10.80 10.74 10.67 18.0000 | 10.60 10.53 10.47 10.40 10.33 18.2500 | 10.26 10.19 10.13 10.06 9.99 18.5000 | 9.92 9.85 9.79 9.72 9.65 18.7500 | 9.58 9.51 9.44 9.38 9.31 19.0000 | 9.24 9.17 9.10 9.03 8.96 19.2500 | 8.89 8.83 8.76 8.69 8.62 19.5000 | 8.55 8.48 8.41 8.34 8.27 19.7500 | 8.20 8.13 8.06 8.00 7.93 20.0000 | 7.86 7.79 7.72 7.66 7.60 20.2500 | 7.55 7.50 7.46 7.43 7.40 20.5000 | 7.38 7.36 7.34 7.32 7.31 20.7500 | 7.29 7.28 7.26 7.25 7.23 21.0000 | 7.22 7.21 7.19 7.18 7.17 21.2500 | 7.15 7.14 7.13 7.12 7.10 21.5000 | 7.09 7.08 7.06 7.05 7.04 21.7500 | 7.02 7.01 7.00 6.98 6.97 22.0000 | 6.96 6.94 6.93 6.92 6.90 22.2500 | 6.89 6.88 6.86 6.85 6.84 22.5000 | 6.82 6.81 6.80 6.78 6.77 22.7500 | 6.76 6.74 6.73 6.72 6.70 23.0000 | 6.69 6.68 6.66 6.65 6.64 23.2500 | 6.62 6.61 6.60 6.58 6.57 23.5000 | 6.56 6.54 6.53 6.52 6.50 23.7500 | 6.49 6.48 6.46 6.45 6.43 24.0000 | 6.40 6.28 6.02 5.54 4.83 24.2500 | 3.99 3.16 2.42 1.80 1.34 24.5000 | .99 .74 .55 .41 .30 24.7500 | .22 .16 .12 .09 .06 25.0000 | .05 .03 .02 .01 .01 25.2500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.65 Name.... BYPASS2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS2 25-yr Tc = .4172 hrs Drainage Area = 128.100 acres Runoff CN= 78 ============================================ Computational Time Increment = .05563 hrs Computed Peak Time = 12.1266 hrs Computed Peak Flow = 402.83 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 397.19 cfs ============================================ DRAINAGE AREA ------------------- ID:BYPASS2 CN = 78 Area = 128.100 acres S = 2.8205 in 0.2S = .5641 in Cumulative Runoff ------------------- 3.3152 in 1541598 cu.ft HYG Volume... 1540566 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .41720 hrs (ID: BYPASS2) Computational Incr, Tm = .05563 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 347.90 cfs Unit peak time Tp = .27813 hrs Unit receding limb, Tr = 1.11253 hrs Total unit time, Tb = 1.39066 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.66 Name.... BYPASS2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS2 25-yr Tc = .4172 hrs Drainage Area = 128.100 acres Runoff CN= 78 Calc.Increment= .05563 hrs Out.Incr.= .0500 hrs HYG Volume = 1540566 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.0500 | .00 .00 .01 .02 .04 7.3000 | .07 .10 .14 .19 .24 7.5500 | .29 .35 .41 .47 .53 7.8000 | .59 .65 .72 .78 .85 8.0500 | .92 .98 1.05 1.13 1.20 8.3000 | 1.29 1.37 1.47 1.56 1.67 8.5500 | 1.77 1.88 2.00 2.12 2.25 8.8000 | 2.38 2.51 2.65 2.79 2.93 9.0500 | 3.08 3.24 3.39 3.54 3.69 9.3000 | 3.83 3.96 4.09 4.22 4.34 9.5500 | 4.46 4.58 4.71 4.85 5.00 9.8000 | 5.17 5.36 5.56 5.78 6.02 10.0500 | 6.27 6.53 6.81 7.10 7.42 10.3000 | 7.75 8.10 8.47 8.86 9.27 10.5500 | 9.69 10.14 10.61 11.12 11.66 10.8000 | 12.24 12.87 13.53 14.23 14.97 11.0500 | 15.75 16.59 17.51 18.53 19.68 11.3000 | 20.96 22.39 23.97 25.68 27.62 11.5500 | 30.19 34.23 40.97 51.98 68.87 11.8000 | 93.31 128.36 177.40 238.84 304.20 12.0500 | 358.94 391.82 397.19 376.17 336.26 12.3000 | 288.49 242.15 202.93 172.25 148.02 12.5500 | 128.38 112.09 98.54 87.39 78.21 12.8000 | 70.74 64.69 59.85 55.82 52.41 13.0500 | 49.46 46.84 44.48 42.39 40.57 13.3000 | 39.03 37.72 36.60 35.55 34.56 13.5500 | 33.62 32.72 31.85 31.02 30.24 13.8000 | 29.49 28.78 28.11 27.45 26.81 14.0500 | 26.19 25.58 25.01 24.48 23.99 14.3000 | 23.56 23.18 22.84 22.54 22.26 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.67 Name.... BYPASS2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.5500 | 22.00 21.75 21.52 21.29 21.07 14.8000 | 20.85 20.64 20.43 20.21 20.01 15.0500 | 19.80 19.58 19.38 19.17 18.96 15.3000 | 18.75 18.54 18.33 18.12 17.91 15.5500 | 17.70 17.49 17.28 17.07 16.86 15.8000 | 16.65 16.44 16.23 16.01 15.80 16.0500 | 15.59 15.38 15.18 14.99 14.82 16.3000 | 14.67 14.54 14.42 14.31 14.21 16.5500 | 14.12 14.03 13.94 13.86 13.78 16.8000 | 13.70 13.63 13.55 13.47 13.40 17.0500 | 13.32 13.25 13.17 13.09 13.02 17.3000 | 12.94 12.87 12.80 12.72 12.64 17.5500 | 12.57 12.49 12.42 12.34 12.27 17.8000 | 12.19 12.11 12.04 11.96 11.89 18.0500 | 11.81 11.73 11.66 11.58 11.50 18.3000 | 11.43 11.35 11.28 11.20 11.12 18.5500 | 11.05 10.97 10.89 10.81 10.74 18.8000 | 10.66 10.58 10.51 10.43 10.35 19.0500 | 10.28 10.20 10.12 10.04 9.97 19.3000 | 9.89 9.81 9.73 9.66 9.58 19.5500 | 9.50 9.42 9.34 9.27 9.19 19.8000 | 9.11 9.03 8.96 8.88 8.80 20.0500 | 8.72 8.65 8.58 8.51 8.45 20.3000 | 8.40 8.36 8.32 8.29 8.27 20.5500 | 8.24 8.22 8.20 8.18 8.16 20.8000 | 8.15 8.13 8.12 8.10 8.09 21.0500 | 8.07 8.05 8.04 8.03 8.01 21.3000 | 7.99 7.98 7.97 7.95 7.94 21.5500 | 7.92 7.91 7.89 7.88 7.86 21.8000 | 7.85 7.83 7.82 7.80 7.79 22.0500 | 7.77 7.76 7.74 7.73 7.71 22.3000 | 7.70 7.68 7.67 7.65 7.64 22.5500 | 7.62 7.61 7.59 7.58 7.56 22.8000 | 7.55 7.53 7.52 7.50 7.49 23.0500 | 7.47 7.46 7.44 7.43 7.41 23.3000 | 7.39 7.38 7.36 7.35 7.33 23.5500 | 7.32 7.30 7.29 7.27 7.26 23.8000 | 7.24 7.23 7.21 7.20 7.16 24.0500 | 7.03 6.73 6.19 5.40 4.47 24.3000 | 3.54 2.70 2.02 1.50 1.11 24.5500 | .83 .61 .45 .33 .25 24.8000 | .18 .14 .10 .07 .05 25.0500 | .04 .02 .02 .01 .00 25.3000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.68 Name.... BYPASS2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS2 100-yr Tc = .4172 hrs Drainage Area = 128.100 acres Runoff CN= 78 ============================================ Computational Time Increment = .05563 hrs Computed Peak Time = 12.1266 hrs Computed Peak Flow = 542.52 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 533.90 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% ============================================ DRAINAGE AREA ------------------- ID:BYPASS2 CN = 78 Area = 128.100 acres S = 2.8205 in 0.2S = .5641 in Cumulative Runoff ------------------- 4.4748 in 2080805 cu.ft HYG Volume... 2079438 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .41720 hrs (ID: BYPASS2) Computational Incr, Tm = .05563 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 347.90 cfs Unit peak time Tp = .27813 hrs Unit receding limb, Tr = 1.11253 hrs Total unit time, Tb = 1.39066 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.69 Name.... BYPASS2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS2 100-yr Tc = .4172 hrs Drainage Area = 128.100 acres Runoff CN= 78 Calc.Increment= .05563 hrs Out.Incr.= .0500 hrs HYG Volume = 2079438 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.0500 | .00 .00 .01 .01 .03 6.3000 | .06 .09 .14 .19 .25 6.5500 | .32 .38 .45 .53 .60 6.8000 | .68 .76 .83 .91 .99 7.0500 | 1.08 1.16 1.24 1.33 1.41 7.3000 | 1.50 1.58 1.67 1.76 1.84 7.5500 | 1.93 2.02 2.11 2.20 2.29 7.8000 | 2.39 2.48 2.57 2.66 2.76 8.0500 | 2.85 2.95 3.05 3.16 3.28 8.3000 | 3.41 3.54 3.69 3.85 4.01 8.5500 | 4.19 4.37 4.55 4.74 4.94 8.8000 | 5.15 5.35 5.57 5.79 6.01 9.0500 | 6.24 6.47 6.70 6.93 7.14 9.3000 | 7.34 7.53 7.71 7.87 8.03 9.5500 | 8.19 8.35 8.52 8.71 8.92 9.8000 | 9.16 9.43 9.73 10.06 10.40 10.0500 | 10.77 11.16 11.57 12.00 12.46 10.3000 | 12.95 13.47 14.01 14.58 15.18 10.5500 | 15.80 16.45 17.13 17.86 18.65 10.8000 | 19.49 20.39 21.34 22.35 23.40 11.0500 | 24.52 25.71 27.02 28.47 30.10 11.3000 | 31.93 33.96 36.18 38.60 41.33 11.5500 | 44.96 50.67 60.22 75.78 99.48 11.8000 | 133.46 181.63 248.05 330.23 416.58 12.0500 | 487.78 529.22 533.90 503.70 448.85 12.3000 | 384.05 321.60 268.97 227.84 195.37 12.5500 | 169.11 147.35 129.31 114.47 102.30 12.8000 | 92.38 84.37 77.96 72.64 68.13 13.0500 | 64.23 60.77 57.68 54.93 52.54 13.3000 | 50.53 48.81 47.35 45.98 44.69 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.70 Name.... BYPASS2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 13.5500 | 43.46 42.28 41.15 40.08 39.05 13.8000 | 38.08 37.16 36.28 35.43 34.59 14.0500 | 33.78 33.00 32.25 31.56 30.93 14.3000 | 30.36 29.87 29.43 29.04 28.67 14.5500 | 28.33 28.01 27.71 27.41 27.12 14.8000 | 26.84 26.56 26.28 26.01 25.74 15.0500 | 25.46 25.19 24.92 24.65 24.38 15.3000 | 24.11 23.84 23.57 23.29 23.02 15.5500 | 22.75 22.47 22.20 21.93 21.65 15.8000 | 21.38 21.11 20.84 20.56 20.29 16.0500 | 20.01 19.74 19.49 19.25 19.02 16.3000 | 18.83 18.65 18.50 18.36 18.23 16.5500 | 18.11 17.99 17.88 17.78 17.67 16.8000 | 17.57 17.47 17.37 17.27 17.17 17.0500 | 17.08 16.98 16.88 16.78 16.68 17.3000 | 16.59 16.49 16.39 16.30 16.20 17.5500 | 16.10 16.00 15.90 15.81 15.71 17.8000 | 15.61 15.51 15.41 15.32 15.22 18.0500 | 15.12 15.02 14.92 14.82 14.73 18.3000 | 14.63 14.53 14.43 14.33 14.23 18.5500 | 14.13 14.03 13.93 13.84 13.74 18.8000 | 13.64 13.54 13.44 13.34 13.24 19.0500 | 13.14 13.04 12.94 12.84 12.74 19.3000 | 12.64 12.54 12.45 12.35 12.24 19.5500 | 12.14 12.04 11.94 11.84 11.74 19.8000 | 11.65 11.55 11.44 11.34 11.24 20.0500 | 11.15 11.05 10.96 10.87 10.80 20.3000 | 10.73 10.68 10.63 10.59 10.56 20.5500 | 10.53 10.50 10.47 10.45 10.43 20.8000 | 10.41 10.38 10.36 10.34 10.32 21.0500 | 10.30 10.28 10.26 10.25 10.23 21.3000 | 10.21 10.19 10.17 10.15 10.13 21.5500 | 10.11 10.09 10.07 10.05 10.03 21.8000 | 10.01 9.99 9.97 9.95 9.94 22.0500 | 9.92 9.90 9.88 9.86 9.84 22.3000 | 9.82 9.80 9.78 9.76 9.74 22.5500 | 9.72 9.70 9.68 9.66 9.64 22.8000 | 9.62 9.60 9.58 9.57 9.55 23.0500 | 9.53 9.51 9.49 9.47 9.45 23.3000 | 9.43 9.41 9.39 9.37 9.35 23.5500 | 9.33 9.31 9.29 9.27 9.25 23.8000 | 9.23 9.21 9.19 9.17 9.12 24.0500 | 8.96 8.58 7.89 6.88 5.69 24.3000 | 4.51 3.45 2.57 1.91 1.42 24.5500 | 1.05 .78 .58 .43 .32 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.71 Name.... BYPASS2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.8000 | .23 .17 .13 .09 .07 25.0500 | .05 .03 .02 .01 .01 25.3000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.72 Name.... BYPASS3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS3 15-Yr Tc = .4279 hrs Drainage Area = 70.900 acres Runoff CN= 64 ============================================ Computational Time Increment = .05706 hrs Computed Peak Time = 12.1529 hrs Computed Peak Flow = 106.85 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 106.51 cfs ============================================ DRAINAGE AREA ------------------- ID:BYPASS3 CN = 64 Area = 70.900 acres S = 5.6250 in 0.2S = 1.1250 in Cumulative Runoff ------------------- 1.7119 in 440592 cu.ft HYG Volume... 440781 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .42792 hrs (ID: BYPASS3) Computational Incr, Tm = .05706 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 187.73 cfs Unit peak time Tp = .28528 hrs Unit receding limb, Tr = 1.14112 hrs Total unit time, Tb = 1.42640 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.73 Name.... BYPASS3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS3 15-Yr Tc = .4279 hrs Drainage Area = 70.900 acres Runoff CN= 64 Calc.Increment= .05706 hrs Out.Incr.= .0500 hrs HYG Volume = 440781 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | .00 .00 .01 .03 .07 11.0000 | .12 .20 .30 .42 .57 11.2500 | .74 .94 1.17 1.44 1.73 11.5000 | 2.09 2.54 3.21 4.30 6.06 11.7500 | 9.10 14.13 22.26 34.22 50.17 12.0000 | 68.72 86.78 100.62 106.51 103.91 12.2500 | 95.71 84.64 72.94 62.25 53.42 12.5000 | 46.42 40.79 36.12 32.17 28.83 12.7500 | 26.05 23.75 21.85 20.29 19.01 13.0000 | 17.94 17.01 16.18 15.43 14.76 13.2500 | 14.15 13.62 13.16 12.78 12.43 13.5000 | 12.10 11.79 11.49 11.20 10.92 13.7500 | 10.66 10.41 10.17 9.95 9.72 14.0000 | 9.51 9.30 9.09 8.90 8.72 14.2500 | 8.55 8.41 8.28 8.16 8.06 14.5000 | 7.96 7.87 7.79 7.71 7.64 14.7500 | 7.57 7.49 7.42 7.35 7.28 15.0000 | 7.21 7.14 7.07 7.00 6.93 15.2500 | 6.86 6.79 6.72 6.65 6.58 15.5000 | 6.51 6.43 6.36 6.29 6.22 15.7500 | 6.14 6.07 6.00 5.92 5.85 16.0000 | 5.77 5.70 5.63 5.56 5.49 16.2500 | 5.43 5.38 5.33 5.29 5.25 16.5000 | 5.22 5.18 5.15 5.13 5.10 16.7500 | 5.07 5.04 5.02 4.99 4.96 17.0000 | 4.94 4.91 4.89 4.86 4.84 17.2500 | 4.81 4.79 4.76 4.73 4.71 17.5000 | 4.68 4.66 4.63 4.60 4.58 17.7500 | 4.55 4.53 4.50 4.47 4.45 18.0000 | 4.42 4.39 4.37 4.34 4.31 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.74 Name.... BYPASS3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 18.2500 | 4.29 4.26 4.23 4.20 4.18 18.5000 | 4.15 4.12 4.10 4.07 4.04 18.7500 | 4.01 3.99 3.96 3.93 3.90 19.0000 | 3.88 3.85 3.82 3.79 3.77 19.2500 | 3.74 3.71 3.68 3.65 3.63 19.5000 | 3.60 3.57 3.54 3.51 3.49 19.7500 | 3.46 3.43 3.40 3.37 3.34 20.0000 | 3.32 3.29 3.26 3.23 3.21 20.2500 | 3.19 3.17 3.15 3.14 3.13 20.5000 | 3.12 3.11 3.10 3.10 3.09 20.7500 | 3.08 3.08 3.07 3.07 3.06 21.0000 | 3.06 3.05 3.05 3.04 3.04 21.2500 | 3.03 3.03 3.02 3.02 3.01 21.5000 | 3.01 3.00 3.00 2.99 2.99 21.7500 | 2.98 2.98 2.97 2.97 2.96 22.0000 | 2.96 2.95 2.95 2.94 2.94 22.2500 | 2.93 2.93 2.92 2.92 2.91 22.5000 | 2.91 2.90 2.90 2.89 2.89 22.7500 | 2.88 2.88 2.87 2.87 2.86 23.0000 | 2.86 2.85 2.84 2.84 2.83 23.2500 | 2.83 2.82 2.82 2.81 2.81 23.5000 | 2.80 2.80 2.79 2.79 2.78 23.7500 | 2.78 2.77 2.77 2.76 2.76 24.0000 | 2.74 2.69 2.58 2.39 2.10 24.2500 | 1.76 1.41 1.09 .82 .61 24.5000 | .46 .34 .26 .19 .14 24.7500 | .11 .08 .06 .04 .03 25.0000 | .02 .02 .01 .01 .00 25.2500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.75 Name.... BYPASS3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS3 25-yr Tc = .4279 hrs Drainage Area = 70.900 acres Runoff CN= 64 ============================================ Computational Time Increment = .05706 hrs Computed Peak Time = 12.1529 hrs Computed Peak Flow = 130.33 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 129.96 cfs ============================================ DRAINAGE AREA ------------------- ID:BYPASS3 CN = 64 Area = 70.900 acres S = 5.6250 in 0.2S = 1.1250 in Cumulative Runoff ------------------- 2.0520 in 528123 cu.ft HYG Volume... 528347 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .42792 hrs (ID: BYPASS3) Computational Incr, Tm = .05706 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 187.73 cfs Unit peak time Tp = .28528 hrs Unit receding limb, Tr = 1.14112 hrs Total unit time, Tb = 1.42640 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.76 Name.... BYPASS3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS3 25-yr Tc = .4279 hrs Drainage Area = 70.900 acres Runoff CN= 64 Calc.Increment= .05706 hrs Out.Incr.= .0500 hrs HYG Volume = 528347 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.4000 | .00 .00 .01 .02 .05 10.6500 | .09 .15 .23 .32 .43 10.9000 | .55 .68 .83 1.00 1.18 11.1500 | 1.39 1.61 1.86 2.15 2.47 11.4000 | 2.83 3.24 3.71 4.32 5.22 11.6500 | 6.68 9.04 13.05 19.52 29.75 11.9000 | 44.52 63.92 86.17 107.55 123.60 12.1500 | 129.96 126.17 115.77 102.04 87.69 12.4000 | 74.65 63.91 55.39 48.57 42.92 12.6500 | 38.14 34.13 30.79 28.02 25.75 12.9000 | 23.88 22.34 21.06 19.95 18.96 13.1500 | 18.07 17.27 16.55 15.92 15.38 13.4000 | 14.93 14.52 14.13 13.76 13.41 13.6500 | 13.06 12.74 12.43 12.14 11.86 13.9000 | 11.59 11.33 11.07 10.83 10.59 14.1500 | 10.36 10.14 9.95 9.78 9.63 14.4000 | 9.49 9.37 9.26 9.15 9.06 14.6500 | 8.97 8.88 8.79 8.71 8.62 14.9000 | 8.54 8.45 8.37 8.29 8.21 15.1500 | 8.13 8.04 7.96 7.88 7.79 15.4000 | 7.71 7.63 7.54 7.46 7.38 15.6500 | 7.29 7.21 7.12 7.04 6.95 15.9000 | 6.86 6.78 6.69 6.60 6.52 16.1500 | 6.44 6.36 6.29 6.23 6.17 16.4000 | 6.12 6.08 6.04 6.00 5.97 16.6500 | 5.93 5.90 5.87 5.84 5.80 16.9000 | 5.77 5.74 5.71 5.68 5.65 17.1500 | 5.62 5.59 5.56 5.53 5.50 17.4000 | 5.47 5.44 5.41 5.38 5.35 17.6500 | 5.32 5.29 5.26 5.23 5.20 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.77 Name.... BYPASS3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.9000 | 5.17 5.14 5.11 5.07 5.04 18.1500 | 5.01 4.98 4.95 4.92 4.89 18.4000 | 4.86 4.82 4.79 4.76 4.73 18.6500 | 4.70 4.67 4.63 4.60 4.57 18.9000 | 4.54 4.51 4.47 4.44 4.41 19.1500 | 4.38 4.34 4.31 4.28 4.25 19.4000 | 4.21 4.18 4.15 4.12 4.08 19.6500 | 4.05 4.02 3.99 3.95 3.92 19.9000 | 3.89 3.85 3.82 3.79 3.76 20.1500 | 3.73 3.70 3.67 3.65 3.63 20.4000 | 3.62 3.61 3.59 3.58 3.58 20.6500 | 3.57 3.56 3.55 3.55 3.54 20.9000 | 3.53 3.53 3.52 3.52 3.51 21.1500 | 3.50 3.50 3.49 3.49 3.48 21.4000 | 3.47 3.47 3.46 3.46 3.45 21.6500 | 3.45 3.44 3.43 3.43 3.42 21.9000 | 3.42 3.41 3.40 3.40 3.39 22.1500 | 3.39 3.38 3.37 3.37 3.36 22.4000 | 3.36 3.35 3.34 3.34 3.33 22.6500 | 3.33 3.32 3.31 3.31 3.30 22.9000 | 3.30 3.29 3.28 3.28 3.27 23.1500 | 3.27 3.26 3.25 3.25 3.24 23.4000 | 3.24 3.23 3.22 3.22 3.21 23.6500 | 3.20 3.20 3.19 3.19 3.18 23.9000 | 3.17 3.17 3.15 3.10 2.97 24.1500 | 2.75 2.42 2.02 1.62 1.25 24.4000 | .94 .70 .53 .39 .29 24.6500 | .22 .16 .12 .09 .07 24.9000 | .05 .04 .03 .02 .01 25.1500 | .01 .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.78 Name.... BYPASS3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS3 100-yr Tc = .4279 hrs Drainage Area = 70.900 acres Runoff CN= 64 ============================================ Computational Time Increment = .05706 hrs Computed Peak Time = 12.1529 hrs Computed Peak Flow = 195.38 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 194.95 cfs ============================================ DRAINAGE AREA ------------------- ID:BYPASS3 CN = 64 Area = 70.900 acres S = 5.6250 in 0.2S = 1.1250 in Cumulative Runoff ------------------- 3.0014 in 772451 cu.ft HYG Volume... 772769 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .42792 hrs (ID: BYPASS3) Computational Incr, Tm = .05706 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 187.73 cfs Unit peak time Tp = .28528 hrs Unit receding limb, Tr = 1.14112 hrs Total unit time, Tb = 1.42640 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.79 Name.... BYPASS3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - BYPASS3 100-yr Tc = .4279 hrs Drainage Area = 70.900 acres Runoff CN= 64 Calc.Increment= .05706 hrs Out.Incr.= .0500 hrs HYG Volume = 772769 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.4500 | .00 .00 .00 .01 .03 9.7000 | .05 .08 .13 .18 .24 9.9500 | .30 .37 .45 .54 .63 10.2000 | .72 .83 .94 1.06 1.19 10.4500 | 1.32 1.46 1.62 1.78 1.95 10.7000 | 2.14 2.34 2.55 2.78 3.03 10.9500 | 3.30 3.58 3.89 4.22 4.58 11.2000 | 4.98 5.43 5.94 6.51 7.14 11.4500 | 7.83 8.64 9.69 11.26 13.81 11.7000 | 17.88 24.67 35.26 51.42 74.04 11.9500 | 102.96 135.34 165.66 187.53 194.95 12.2000 | 187.67 171.02 149.87 128.14 108.58 12.4500 | 92.55 79.87 69.73 61.38 54.36 12.7000 | 48.48 43.59 39.55 36.25 33.54 12.9500 | 31.31 29.46 27.86 26.43 25.16 13.2000 | 24.00 22.97 22.08 21.32 20.68 13.4500 | 20.09 19.55 19.03 18.53 18.05 13.7000 | 17.59 17.16 16.75 16.35 15.98 13.9500 | 15.61 15.25 14.91 14.57 14.25 14.2000 | 13.95 13.69 13.44 13.23 13.04 14.4500 | 12.87 12.71 12.56 12.43 12.30 14.7000 | 12.17 12.05 11.93 11.81 11.70 14.9500 | 11.58 11.47 11.35 11.23 11.12 15.2000 | 11.00 10.89 10.77 10.66 10.54 15.4500 | 10.42 10.31 10.19 10.07 9.96 15.7000 | 9.84 9.72 9.60 9.48 9.36 15.9500 | 9.24 9.12 9.00 8.89 8.77 16.2000 | 8.67 8.57 8.49 8.41 8.34 16.4500 | 8.28 8.22 8.17 8.12 8.07 16.7000 | 8.03 7.98 7.94 7.89 7.85 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.80 Name.... BYPASS3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.9500 | 7.81 7.77 7.72 7.68 7.64 17.2000 | 7.60 7.56 7.51 7.47 7.43 17.4500 | 7.39 7.35 7.30 7.26 7.22 17.7000 | 7.18 7.13 7.09 7.05 7.01 17.9500 | 6.96 6.92 6.88 6.84 6.79 18.2000 | 6.75 6.71 6.66 6.62 6.58 18.4500 | 6.53 6.49 6.45 6.40 6.36 18.7000 | 6.32 6.27 6.23 6.18 6.14 18.9500 | 6.10 6.05 6.01 5.96 5.92 19.2000 | 5.88 5.83 5.79 5.74 5.70 19.4500 | 5.65 5.61 5.56 5.52 5.48 19.7000 | 5.43 5.39 5.34 5.30 5.25 19.9500 | 5.21 5.16 5.12 5.07 5.03 20.2000 | 4.99 4.96 4.93 4.90 4.88 20.4500 | 4.87 4.85 4.84 4.82 4.81 20.7000 | 4.80 4.79 4.78 4.77 4.77 20.9500 | 4.76 4.75 4.74 4.73 4.72 21.2000 | 4.72 4.71 4.70 4.69 4.68 21.4500 | 4.67 4.67 4.66 4.65 4.64 21.7000 | 4.63 4.63 4.62 4.61 4.60 21.9500 | 4.59 4.58 4.58 4.57 4.56 22.2000 | 4.55 4.54 4.53 4.53 4.52 22.4500 | 4.51 4.50 4.49 4.48 4.48 22.7000 | 4.47 4.46 4.45 4.44 4.43 22.9500 | 4.42 4.42 4.41 4.40 4.39 23.2000 | 4.38 4.37 4.37 4.36 4.35 23.4500 | 4.34 4.33 4.32 4.31 4.31 23.7000 | 4.30 4.29 4.28 4.27 4.26 23.9500 | 4.25 4.23 4.16 3.99 3.69 24.2000 | 3.25 2.71 2.17 1.68 1.27 24.4500 | .95 .71 .53 .40 .29 24.7000 | .22 .16 .12 .09 .07 24.9500 | .05 .04 .03 .02 .01 25.2000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.81 Name.... OFFSITE1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE1 15-Yr Tc = .3374 hrs Drainage Area = 29.500 acres Runoff CN= 90 ============================================ Computational Time Increment = .04499 hrs Computed Peak Time = 12.1016 hrs Computed Peak Flow = 122.23 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 122.22 cfs ============================================ DRAINAGE AREA ------------------- ID:OFFSITE1 CN = 90 Area = 29.500 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 4.0694 in 435774 cu.ft HYG Volume... 436060 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .33741 hrs (ID: OFFSITE1) Computational Incr, Tm = .04499 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 99.06 cfs Unit peak time Tp = .22494 hrs Unit receding limb, Tr = .89975 hrs Total unit time, Tb = 1.12469 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.82 Name.... OFFSITE1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE1 15-Yr Tc = .3374 hrs Drainage Area = 29.500 acres Runoff CN= 90 Calc.Increment= .04499 hrs Out.Incr.= .0500 hrs HYG Volume = 436060 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.7000 | .00 .00 .01 .01 .02 3.9500 | .03 .04 .05 .06 .07 4.2000 | .09 .10 .11 .13 .14 4.4500 | .16 .17 .18 .20 .21 4.7000 | .23 .24 .26 .28 .29 4.9500 | .31 .32 .34 .36 .37 5.2000 | .39 .40 .42 .44 .46 5.4500 | .47 .49 .51 .52 .54 5.7000 | .56 .58 .59 .61 .63 5.9500 | .65 .67 .69 .70 .72 6.2000 | .74 .76 .78 .80 .82 6.4500 | .83 .85 .87 .89 .91 6.7000 | .93 .95 .97 .99 1.01 6.9500 | 1.03 1.05 1.07 1.09 1.11 7.2000 | 1.13 1.15 1.17 1.19 1.21 7.4500 | 1.23 1.25 1.27 1.29 1.31 7.7000 | 1.33 1.35 1.37 1.39 1.41 7.9500 | 1.43 1.46 1.48 1.50 1.53 8.2000 | 1.55 1.59 1.63 1.67 1.72 8.4500 | 1.77 1.82 1.87 1.92 1.97 8.7000 | 2.03 2.09 2.14 2.20 2.26 8.9500 | 2.32 2.38 2.44 2.50 2.56 9.2000 | 2.61 2.65 2.69 2.72 2.75 9.4500 | 2.78 2.81 2.83 2.86 2.89 9.7000 | 2.94 2.99 3.05 3.13 3.21 9.9500 | 3.29 3.38 3.48 3.58 3.69 10.2000 | 3.80 3.92 4.04 4.18 4.32 10.4500 | 4.46 4.61 4.76 4.92 5.09 10.7000 | 5.27 5.47 5.68 5.90 6.14 10.9500 | 6.39 6.64 6.91 7.19 7.51 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.83 Name.... OFFSITE1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.2000 | 7.87 8.28 8.75 9.27 9.83 11.4500 | 10.41 11.06 11.99 13.55 16.43 11.7000 | 21.19 28.55 38.66 52.33 69.89 11.9500 | 90.03 108.73 120.53 122.22 112.32 12.2000 | 95.61 77.86 62.25 50.05 41.18 12.4500 | 34.58 29.45 25.41 22.21 19.62 12.7000 | 17.54 15.88 14.57 13.51 12.65 12.9500 | 11.92 11.31 10.80 10.36 9.97 13.2000 | 9.61 9.29 9.00 8.74 8.50 13.4500 | 8.27 8.05 7.83 7.62 7.42 13.7000 | 7.23 7.05 6.88 6.72 6.56 13.9500 | 6.40 6.25 6.11 5.96 5.83 14.2000 | 5.71 5.61 5.51 5.44 5.37 14.4500 | 5.30 5.24 5.18 5.13 5.07 14.7000 | 5.02 4.97 4.92 4.87 4.82 14.9500 | 4.76 4.71 4.66 4.61 4.56 15.2000 | 4.51 4.46 4.41 4.35 4.30 15.4500 | 4.25 4.20 4.15 4.10 4.05 15.7000 | 4.00 3.94 3.89 3.84 3.79 15.9500 | 3.74 3.69 3.64 3.59 3.54 16.2000 | 3.50 3.46 3.43 3.40 3.38 16.4500 | 3.35 3.33 3.31 3.29 3.27 16.7000 | 3.25 3.24 3.22 3.20 3.18 16.9500 | 3.16 3.14 3.12 3.11 3.09 17.2000 | 3.07 3.05 3.03 3.01 3.00 17.4500 | 2.98 2.96 2.94 2.92 2.91 17.7000 | 2.89 2.87 2.85 2.83 2.81 17.9500 | 2.79 2.78 2.76 2.74 2.72 18.2000 | 2.70 2.68 2.67 2.65 2.63 18.4500 | 2.61 2.59 2.57 2.56 2.54 18.7000 | 2.52 2.50 2.48 2.46 2.44 18.9500 | 2.43 2.41 2.39 2.37 2.35 19.2000 | 2.33 2.31 2.30 2.28 2.26 19.4500 | 2.24 2.22 2.20 2.19 2.17 19.7000 | 2.15 2.13 2.11 2.09 2.07 19.9500 | 2.06 2.04 2.02 2.00 1.99 20.2000 | 1.97 1.96 1.95 1.94 1.94 20.4500 | 1.93 1.92 1.92 1.92 1.91 20.7000 | 1.91 1.90 1.90 1.90 1.89 20.9500 | 1.89 1.88 1.88 1.88 1.87 21.2000 | 1.87 1.87 1.86 1.86 1.86 21.4500 | 1.85 1.85 1.84 1.84 1.84 21.7000 | 1.83 1.83 1.83 1.82 1.82 21.9500 | 1.82 1.81 1.81 1.80 1.80 22.2000 | 1.80 1.79 1.79 1.79 1.78 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.84 Name.... OFFSITE1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4500 | 1.78 1.77 1.77 1.77 1.76 22.7000 | 1.76 1.76 1.75 1.75 1.75 22.9500 | 1.74 1.74 1.73 1.73 1.73 23.2000 | 1.72 1.72 1.72 1.71 1.71 23.4500 | 1.71 1.70 1.70 1.69 1.69 23.7000 | 1.69 1.68 1.68 1.68 1.67 23.9500 | 1.67 1.66 1.62 1.51 1.31 24.2000 | 1.05 .78 .55 .38 .27 24.4500 | .19 .13 .09 .06 .04 24.7000 | .03 .02 .01 .01 .01 24.9500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.85 Name.... OFFSITE1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE1 25-yr Tc = .3374 hrs Drainage Area = 29.500 acres Runoff CN= 90 ============================================ Computational Time Increment = .04499 hrs Computed Peak Time = 12.1016 hrs Computed Peak Flow = 135.96 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 135.95 cfs ============================================ DRAINAGE AREA ------------------- ID:OFFSITE1 CN = 90 Area = 29.500 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 4.5540 in 487669 cu.ft HYG Volume... 487984 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .33741 hrs (ID: OFFSITE1) Computational Incr, Tm = .04499 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 99.06 cfs Unit peak time Tp = .22494 hrs Unit receding limb, Tr = .89975 hrs Total unit time, Tb = 1.12469 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.86 Name.... OFFSITE1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE1 25-yr Tc = .3374 hrs Drainage Area = 29.500 acres Runoff CN= 90 Calc.Increment= .04499 hrs Out.Incr.= .0500 hrs HYG Volume = 487984 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | .00 .00 .00 .01 .02 3.6500 | .03 .04 .05 .06 .08 3.9000 | .09 .11 .12 .14 .15 4.1500 | .17 .18 .20 .22 .23 4.4000 | .25 .27 .28 .30 .32 4.6500 | .34 .35 .37 .39 .41 4.9000 | .43 .44 .46 .48 .50 5.1500 | .52 .54 .56 .58 .59 5.4000 | .61 .63 .65 .67 .69 5.6500 | .71 .73 .75 .77 .79 5.9000 | .82 .84 .86 .88 .90 6.1500 | .92 .94 .96 .98 1.00 6.4000 | 1.03 1.05 1.07 1.09 1.11 6.6500 | 1.13 1.16 1.18 1.20 1.22 6.9000 | 1.24 1.27 1.29 1.31 1.33 7.1500 | 1.36 1.38 1.40 1.42 1.45 7.4000 | 1.47 1.49 1.51 1.54 1.56 7.6500 | 1.58 1.61 1.63 1.65 1.67 7.9000 | 1.70 1.72 1.74 1.77 1.79 8.1500 | 1.82 1.86 1.90 1.94 1.99 8.4000 | 2.04 2.10 2.15 2.21 2.27 8.6500 | 2.34 2.40 2.46 2.53 2.60 8.9000 | 2.66 2.73 2.80 2.87 2.94 9.1500 | 3.00 3.06 3.11 3.15 3.19 9.4000 | 3.22 3.25 3.27 3.30 3.33 9.6500 | 3.37 3.42 3.48 3.55 3.63 9.9000 | 3.72 3.82 3.92 4.03 4.14 10.1500 | 4.26 4.39 4.52 4.67 4.82 10.4000 | 4.97 5.14 5.30 5.48 5.66 10.6500 | 5.85 6.05 6.27 6.51 6.76 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.87 Name.... OFFSITE1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.9000 | 7.03 7.31 7.59 7.89 8.21 11.1500 | 8.57 8.97 9.44 9.96 10.54 11.4000 | 11.17 11.82 12.55 13.59 15.35 11.6500 | 18.58 23.93 32.19 43.50 58.75 11.9000 | 78.27 100.61 121.28 134.23 135.95 12.1500 | 124.84 106.19 86.43 69.07 55.51 12.4000 | 45.65 38.32 32.61 28.13 24.58 12.6500 | 21.71 19.40 17.56 16.10 14.94 12.9000 | 13.98 13.18 12.50 11.93 11.44 13.1500 | 11.01 10.62 10.26 9.94 9.65 13.4000 | 9.38 9.13 8.89 8.65 8.42 13.6500 | 8.20 7.99 7.78 7.60 7.41 13.9000 | 7.24 7.07 6.90 6.74 6.58 14.1500 | 6.44 6.30 6.19 6.09 6.00 14.4000 | 5.92 5.85 5.78 5.72 5.66 14.6500 | 5.60 5.54 5.48 5.43 5.37 14.9000 | 5.31 5.26 5.20 5.14 5.09 15.1500 | 5.03 4.97 4.92 4.86 4.80 15.4000 | 4.75 4.69 4.63 4.58 4.52 15.6500 | 4.46 4.41 4.35 4.29 4.24 15.9000 | 4.18 4.12 4.07 4.01 3.96 16.1500 | 3.90 3.86 3.82 3.78 3.75 16.4000 | 3.72 3.70 3.68 3.65 3.63 16.6500 | 3.61 3.59 3.57 3.55 3.53 16.9000 | 3.51 3.49 3.47 3.45 3.43 17.1500 | 3.41 3.39 3.36 3.34 3.32 17.4000 | 3.30 3.28 3.26 3.24 3.22 17.6500 | 3.20 3.18 3.16 3.14 3.12 17.9000 | 3.10 3.08 3.06 3.04 3.02 18.1500 | 3.00 2.98 2.96 2.94 2.92 18.4000 | 2.90 2.88 2.86 2.84 2.82 18.6500 | 2.80 2.78 2.76 2.74 2.71 18.9000 | 2.69 2.67 2.65 2.63 2.61 19.1500 | 2.59 2.57 2.55 2.53 2.51 19.4000 | 2.49 2.47 2.45 2.43 2.41 19.6500 | 2.39 2.37 2.35 2.33 2.31 19.9000 | 2.29 2.27 2.25 2.23 2.21 20.1500 | 2.19 2.17 2.16 2.15 2.14 20.4000 | 2.13 2.13 2.12 2.12 2.11 20.6500 | 2.11 2.10 2.10 2.09 2.09 20.9000 | 2.08 2.08 2.08 2.07 2.07 21.1500 | 2.06 2.06 2.06 2.05 2.05 21.4000 | 2.04 2.04 2.04 2.03 2.03 21.6500 | 2.02 2.02 2.02 2.01 2.01 21.9000 | 2.00 2.00 2.00 1.99 1.99 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.88 Name.... OFFSITE1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.1500 | 1.98 1.98 1.98 1.97 1.97 22.4000 | 1.96 1.96 1.96 1.95 1.95 22.6500 | 1.94 1.94 1.94 1.93 1.93 22.9000 | 1.92 1.92 1.92 1.91 1.91 23.1500 | 1.90 1.90 1.89 1.89 1.89 23.4000 | 1.88 1.88 1.87 1.87 1.87 23.6500 | 1.86 1.86 1.85 1.85 1.85 23.9000 | 1.84 1.84 1.83 1.78 1.66 24.1500 | 1.44 1.15 .86 .61 .42 24.4000 | .29 .20 .14 .10 .07 24.6500 | .05 .03 .02 .01 .01 24.9000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.89 Name.... OFFSITE1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE1 100-yr Tc = .3374 hrs Drainage Area = 29.500 acres Runoff CN= 90 ============================================ Computational Time Increment = .04499 hrs Computed Peak Time = 12.1016 hrs Computed Peak Flow = 171.48 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 171.48 cfs ============================================ DRAINAGE AREA ------------------- ID:OFFSITE1 CN = 90 Area = 29.500 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 5.8232 in 623573 cu.ft HYG Volume... 623963 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .33741 hrs (ID: OFFSITE1) Computational Incr, Tm = .04499 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 99.06 cfs Unit peak time Tp = .22494 hrs Unit receding limb, Tr = .89975 hrs Total unit time, Tb = 1.12469 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.90 Name.... OFFSITE1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE1 100-yr Tc = .3374 hrs Drainage Area = 29.500 acres Runoff CN= 90 Calc.Increment= .04499 hrs Out.Incr.= .0500 hrs HYG Volume = 623963 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8500 | .00 .00 .01 .01 .02 3.1000 | .04 .05 .07 .09 .11 3.3500 | .13 .15 .17 .19 .21 3.6000 | .23 .25 .28 .30 .32 3.8500 | .34 .36 .38 .40 .42 4.1000 | .45 .47 .49 .51 .53 4.3500 | .56 .58 .60 .63 .65 4.6000 | .67 .70 .72 .75 .77 4.8500 | .79 .82 .84 .87 .90 5.1000 | .92 .95 .97 1.00 1.02 5.3500 | 1.05 1.08 1.10 1.13 1.15 5.6000 | 1.18 1.21 1.23 1.26 1.29 5.8500 | 1.32 1.34 1.37 1.40 1.42 6.1000 | 1.45 1.48 1.51 1.53 1.56 6.3500 | 1.59 1.62 1.65 1.67 1.70 6.6000 | 1.73 1.76 1.79 1.81 1.84 6.8500 | 1.87 1.90 1.93 1.96 1.99 7.1000 | 2.01 2.04 2.07 2.10 2.13 7.3500 | 2.16 2.19 2.21 2.24 2.27 7.6000 | 2.30 2.33 2.36 2.39 2.42 7.8500 | 2.45 2.48 2.50 2.53 2.56 8.1000 | 2.60 2.63 2.68 2.73 2.79 8.3500 | 2.85 2.92 3.00 3.07 3.15 8.6000 | 3.23 3.32 3.40 3.49 3.58 8.8500 | 3.66 3.75 3.84 3.93 4.02 9.1000 | 4.11 4.19 4.26 4.33 4.38 9.3500 | 4.42 4.46 4.50 4.53 4.56 9.6000 | 4.59 4.64 4.70 4.77 4.87 9.8500 | 4.97 5.09 5.22 5.35 5.49 10.1000 | 5.64 5.79 5.96 6.13 6.32 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.91 Name.... OFFSITE1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.3500 | 6.52 6.72 6.93 7.15 7.37 10.6000 | 7.60 7.85 8.11 8.39 8.70 10.8500 | 9.03 9.37 9.73 10.09 10.47 11.1000 | 10.88 11.34 11.86 12.46 13.13 11.3500 | 13.88 14.68 15.51 16.45 17.78 11.6000 | 20.04 24.20 31.07 41.64 56.06 11.8500 | 75.39 100.01 128.01 153.76 169.69 12.1000 | 171.48 157.19 133.55 108.59 86.70 12.3500 | 69.63 57.22 47.98 40.81 35.17 12.6000 | 30.71 27.11 24.22 21.91 20.08 12.8500 | 18.62 17.42 16.41 15.57 14.86 13.1000 | 14.25 13.71 13.22 12.78 12.38 13.3500 | 12.01 11.68 11.36 11.06 10.76 13.6000 | 10.47 10.20 9.93 9.68 9.45 13.8500 | 9.22 9.00 8.79 8.59 8.38 14.1000 | 8.18 8.00 7.84 7.69 7.57 14.3500 | 7.46 7.36 7.27 7.19 7.11 14.6000 | 7.03 6.96 6.89 6.81 6.74 14.8500 | 6.67 6.60 6.53 6.46 6.39 15.1000 | 6.32 6.25 6.18 6.11 6.04 15.3500 | 5.97 5.90 5.83 5.75 5.68 15.6000 | 5.61 5.54 5.47 5.40 5.33 15.8500 | 5.26 5.19 5.12 5.05 4.98 16.1000 | 4.91 4.85 4.79 4.74 4.70 16.3500 | 4.66 4.62 4.59 4.56 4.53 16.6000 | 4.51 4.48 4.45 4.43 4.40 16.8500 | 4.38 4.35 4.33 4.30 4.28 17.1000 | 4.25 4.23 4.20 4.18 4.15 17.3500 | 4.13 4.10 4.07 4.05 4.02 17.6000 | 4.00 3.97 3.95 3.92 3.90 17.8500 | 3.87 3.85 3.82 3.80 3.77 18.1000 | 3.75 3.72 3.70 3.67 3.65 18.3500 | 3.62 3.60 3.57 3.54 3.52 18.6000 | 3.49 3.47 3.44 3.42 3.39 18.8500 | 3.37 3.34 3.32 3.29 3.27 19.1000 | 3.24 3.22 3.19 3.16 3.14 19.3500 | 3.11 3.09 3.06 3.04 3.01 19.6000 | 2.99 2.96 2.94 2.91 2.89 19.8500 | 2.86 2.84 2.81 2.78 2.76 20.1000 | 2.74 2.71 2.69 2.68 2.66 20.3500 | 2.65 2.64 2.64 2.63 2.62 20.6000 | 2.62 2.61 2.61 2.60 2.60 20.8500 | 2.59 2.58 2.58 2.57 2.57 21.1000 | 2.56 2.56 2.55 2.55 2.54 21.3500 | 2.54 2.53 2.53 2.52 2.52 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.92 Name.... OFFSITE1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.6000 | 2.51 2.51 2.50 2.50 2.49 21.8500 | 2.49 2.48 2.48 2.47 2.47 22.1000 | 2.46 2.46 2.45 2.45 2.44 22.3500 | 2.44 2.43 2.43 2.42 2.42 22.6000 | 2.41 2.41 2.40 2.40 2.39 22.8500 | 2.39 2.38 2.38 2.37 2.37 23.1000 | 2.36 2.36 2.35 2.35 2.34 23.3500 | 2.34 2.33 2.33 2.32 2.32 23.6000 | 2.31 2.31 2.30 2.30 2.29 23.8500 | 2.29 2.28 2.28 2.26 2.21 24.1000 | 2.06 1.79 1.43 1.07 .76 24.3500 | .52 .36 .25 .18 .12 24.6000 | .08 .06 .04 .03 .02 24.8500 | .01 .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.93 Name.... OFFSITE2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE2 15-Yr Tc = .5542 hrs Drainage Area = 29.000 acres Runoff CN= 87 ============================================ Computational Time Increment = .07390 hrs Computed Peak Time = 12.1935 hrs Computed Peak Flow = 85.92 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.2000 hrs Peak Flow, Interpolated Output = 85.65 cfs ============================================ DRAINAGE AREA ------------------- ID:OFFSITE2 CN = 87 Area = 29.000 acres S = 1.4943 in 0.2S = .2989 in Cumulative Runoff ------------------- 3.7560 in 395396 cu.ft HYG Volume... 395369 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .55425 hrs (ID: OFFSITE2) Computational Incr, Tm = .07390 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 59.28 cfs Unit peak time Tp = .36950 hrs Unit receding limb, Tr = 1.47800 hrs Total unit time, Tb = 1.84750 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.94 Name.... OFFSITE2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE2 15-Yr Tc = .5542 hrs Drainage Area = 29.000 acres Runoff CN= 87 Calc.Increment= .07390 hrs Out.Incr.= .0500 hrs HYG Volume = 395369 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.8000 | .00 .00 .00 .01 .01 5.0500 | .02 .03 .03 .04 .05 5.3000 | .06 .08 .09 .10 .11 5.5500 | .12 .14 .15 .17 .18 5.8000 | .19 .21 .22 .24 .25 6.0500 | .27 .28 .30 .31 .33 6.3000 | .34 .36 .37 .39 .40 6.5500 | .42 .44 .45 .47 .48 6.8000 | .50 .52 .53 .55 .57 7.0500 | .59 .60 .62 .64 .65 7.3000 | .67 .69 .71 .72 .74 7.5500 | .76 .78 .80 .81 .83 7.8000 | .85 .87 .89 .91 .92 8.0500 | .94 .96 .98 1.00 1.03 8.3000 | 1.05 1.08 1.11 1.14 1.17 8.5500 | 1.21 1.24 1.28 1.32 1.36 8.8000 | 1.41 1.45 1.50 1.54 1.59 9.0500 | 1.64 1.69 1.74 1.78 1.83 9.3000 | 1.87 1.91 1.95 1.99 2.02 9.5500 | 2.06 2.09 2.12 2.15 2.19 9.8000 | 2.23 2.27 2.32 2.38 2.44 10.0500 | 2.51 2.58 2.66 2.74 2.82 10.3000 | 2.91 3.01 3.11 3.22 3.33 10.5500 | 3.45 3.57 3.70 3.83 3.98 10.8000 | 4.13 4.29 4.47 4.65 4.84 11.0500 | 5.04 5.26 5.49 5.74 6.02 11.3000 | 6.32 6.67 7.04 7.44 7.93 11.5500 | 8.52 9.24 10.56 12.51 15.11 11.8000 | 19.82 26.11 33.98 44.58 55.86 12.0500 | 67.44 76.74 82.66 85.65 83.60 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.95 Name.... OFFSITE2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.3000 | 78.94 72.55 64.60 56.80 49.39 12.5500 | 43.07 37.85 33.30 29.50 26.31 12.8000 | 23.49 21.11 19.16 17.44 15.99 13.0500 | 14.81 13.76 12.84 12.08 11.39 13.3000 | 10.78 10.27 9.79 9.36 8.98 13.5500 | 8.62 8.28 7.99 7.72 7.47 13.8000 | 7.26 7.06 6.88 6.70 6.53 14.0500 | 6.37 6.22 6.07 5.93 5.80 14.3000 | 5.68 5.57 5.46 5.37 5.29 14.5500 | 5.21 5.14 5.07 5.01 4.95 14.8000 | 4.89 4.84 4.78 4.73 4.68 15.0500 | 4.63 4.58 4.53 4.48 4.43 15.3000 | 4.38 4.33 4.28 4.23 4.18 15.5500 | 4.13 4.08 4.04 3.99 3.94 15.8000 | 3.89 3.84 3.79 3.74 3.69 16.0500 | 3.65 3.60 3.55 3.50 3.46 16.3000 | 3.42 3.38 3.35 3.32 3.29 16.5500 | 3.26 3.24 3.21 3.19 3.17 16.8000 | 3.15 3.13 3.11 3.09 3.07 17.0500 | 3.06 3.04 3.02 3.00 2.98 17.3000 | 2.97 2.95 2.93 2.91 2.90 17.5500 | 2.88 2.86 2.84 2.83 2.81 17.8000 | 2.79 2.77 2.76 2.74 2.72 18.0500 | 2.70 2.69 2.67 2.65 2.63 18.3000 | 2.62 2.60 2.58 2.56 2.55 18.5500 | 2.53 2.51 2.49 2.47 2.46 18.8000 | 2.44 2.42 2.40 2.39 2.37 19.0500 | 2.35 2.33 2.32 2.30 2.28 19.3000 | 2.26 2.25 2.23 2.21 2.19 19.5500 | 2.18 2.16 2.14 2.12 2.10 19.8000 | 2.09 2.07 2.05 2.03 2.02 20.0500 | 2.00 1.98 1.96 1.95 1.93 20.3000 | 1.92 1.91 1.89 1.89 1.88 20.5500 | 1.87 1.86 1.86 1.85 1.85 20.8000 | 1.84 1.84 1.83 1.83 1.82 21.0500 | 1.82 1.82 1.81 1.81 1.80 21.3000 | 1.80 1.80 1.79 1.79 1.79 21.5500 | 1.78 1.78 1.78 1.77 1.77 21.8000 | 1.77 1.76 1.76 1.76 1.75 22.0500 | 1.75 1.74 1.74 1.74 1.73 22.3000 | 1.73 1.73 1.72 1.72 1.72 22.5500 | 1.71 1.71 1.71 1.70 1.70 22.8000 | 1.70 1.69 1.69 1.69 1.68 23.0500 | 1.68 1.68 1.67 1.67 1.66 23.3000 | 1.66 1.66 1.65 1.65 1.65 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.96 Name.... OFFSITE2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.5500 | 1.64 1.64 1.64 1.63 1.63 23.8000 | 1.63 1.62 1.62 1.62 1.61 24.0500 | 1.59 1.55 1.49 1.38 1.26 24.3000 | 1.10 .94 .79 .64 .52 24.5500 | .41 .33 .26 .21 .17 24.8000 | .14 .11 .09 .07 .05 25.0500 | .04 .03 .03 .02 .02 25.3000 | .01 .01 .01 .01 .00 25.5500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.97 Name.... OFFSITE2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE2 25-yr Tc = .5542 hrs Drainage Area = 29.000 acres Runoff CN= 87 ============================================ Computational Time Increment = .07390 hrs Computed Peak Time = 12.1935 hrs Computed Peak Flow = 96.43 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.2000 hrs Peak Flow, Interpolated Output = 96.12 cfs ============================================ DRAINAGE AREA ------------------- ID:OFFSITE2 CN = 87 Area = 29.000 acres S = 1.4943 in 0.2S = .2989 in Cumulative Runoff ------------------- 4.2307 in 445366 cu.ft HYG Volume... 445336 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .55425 hrs (ID: OFFSITE2) Computational Incr, Tm = .07390 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 59.28 cfs Unit peak time Tp = .36950 hrs Unit receding limb, Tr = 1.47800 hrs Total unit time, Tb = 1.84750 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.98 Name.... OFFSITE2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE2 25-yr Tc = .5542 hrs Drainage Area = 29.000 acres Runoff CN= 87 Calc.Increment= .07390 hrs Out.Incr.= .0500 hrs HYG Volume = 445336 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.4500 | .00 .00 .00 .01 .01 4.7000 | .02 .03 .03 .05 .06 4.9500 | .07 .08 .09 .11 .12 5.2000 | .13 .15 .16 .18 .19 5.4500 | .21 .22 .24 .26 .27 5.7000 | .29 .30 .32 .34 .35 5.9500 | .37 .39 .41 .42 .44 6.2000 | .46 .48 .49 .51 .53 6.4500 | .55 .57 .59 .60 .62 6.7000 | .64 .66 .68 .70 .72 6.9500 | .74 .76 .78 .80 .82 7.2000 | .83 .85 .87 .89 .91 7.4500 | .93 .96 .98 1.00 1.02 7.7000 | 1.04 1.06 1.08 1.10 1.12 7.9500 | 1.14 1.16 1.18 1.21 1.23 8.2000 | 1.25 1.28 1.31 1.34 1.37 8.4500 | 1.41 1.45 1.49 1.53 1.58 8.7000 | 1.62 1.67 1.72 1.78 1.83 8.9500 | 1.88 1.94 1.99 2.05 2.10 9.2000 | 2.16 2.21 2.26 2.31 2.35 9.4500 | 2.39 2.43 2.47 2.50 2.54 9.7000 | 2.57 2.61 2.66 2.71 2.77 9.9500 | 2.83 2.90 2.98 3.06 3.15 10.2000 | 3.24 3.34 3.44 3.55 3.67 10.4500 | 3.79 3.92 4.06 4.20 4.34 10.7000 | 4.50 4.66 4.83 5.02 5.22 10.9500 | 5.42 5.64 5.88 6.12 6.38 11.2000 | 6.67 6.99 7.33 7.72 8.14 11.4500 | 8.60 9.15 9.82 10.64 12.15 11.7000 | 14.36 17.30 22.63 29.72 38.58 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.99 Name.... OFFSITE2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.9500 | 50.47 63.08 76.01 86.34 92.87 12.2000 | 96.12 93.73 88.43 81.21 72.27 12.4500 | 63.51 55.19 48.10 42.26 37.15 12.7000 | 32.90 29.34 26.18 23.51 21.33 12.9500 | 19.41 17.79 16.47 15.30 14.28 13.2000 | 13.43 12.66 11.97 11.40 10.87 13.4500 | 10.39 9.96 9.56 9.19 8.86 13.7000 | 8.56 8.28 8.05 7.83 7.62 13.9500 | 7.43 7.24 7.06 6.89 6.73 14.2000 | 6.57 6.43 6.29 6.17 6.05 14.4500 | 5.95 5.86 5.77 5.70 5.62 14.7000 | 5.55 5.49 5.42 5.36 5.30 14.9500 | 5.24 5.18 5.13 5.07 5.01 15.2000 | 4.96 4.90 4.85 4.79 4.74 15.4500 | 4.69 4.63 4.58 4.52 4.47 15.7000 | 4.42 4.36 4.31 4.25 4.20 15.9500 | 4.14 4.09 4.04 3.98 3.93 16.2000 | 3.88 3.83 3.79 3.74 3.71 16.4500 | 3.67 3.64 3.61 3.58 3.56 16.7000 | 3.53 3.51 3.49 3.46 3.44 16.9500 | 3.42 3.40 3.38 3.36 3.34 17.2000 | 3.32 3.30 3.28 3.26 3.24 17.4500 | 3.22 3.20 3.18 3.16 3.15 17.7000 | 3.13 3.11 3.09 3.07 3.05 17.9500 | 3.03 3.01 2.99 2.97 2.95 18.2000 | 2.93 2.91 2.89 2.87 2.85 18.4500 | 2.83 2.82 2.80 2.78 2.76 18.7000 | 2.74 2.72 2.70 2.68 2.66 18.9500 | 2.64 2.62 2.60 2.58 2.56 19.2000 | 2.54 2.52 2.50 2.48 2.46 19.4500 | 2.44 2.43 2.41 2.39 2.37 19.7000 | 2.35 2.33 2.31 2.29 2.27 19.9500 | 2.25 2.23 2.21 2.19 2.17 20.2000 | 2.15 2.14 2.12 2.11 2.10 20.4500 | 2.08 2.07 2.07 2.06 2.05 20.7000 | 2.05 2.04 2.03 2.03 2.02 20.9500 | 2.02 2.02 2.01 2.01 2.00 21.2000 | 2.00 1.99 1.99 1.99 1.98 21.4500 | 1.98 1.98 1.97 1.97 1.96 21.7000 | 1.96 1.96 1.95 1.95 1.94 21.9500 | 1.94 1.94 1.93 1.93 1.92 22.2000 | 1.92 1.92 1.91 1.91 1.91 22.4500 | 1.90 1.90 1.89 1.89 1.89 22.7000 | 1.88 1.88 1.87 1.87 1.87 22.9500 | 1.86 1.86 1.86 1.85 1.85 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.100 Name.... OFFSITE2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.2000 | 1.84 1.84 1.84 1.83 1.83 23.4500 | 1.82 1.82 1.82 1.81 1.81 23.7000 | 1.80 1.80 1.80 1.79 1.79 23.9500 | 1.78 1.78 1.75 1.72 1.64 24.2000 | 1.53 1.39 1.22 1.04 .87 24.4500 | .71 .57 .45 .36 .29 24.7000 | .23 .19 .15 .12 .09 24.9500 | .08 .06 .05 .04 .03 25.2000 | .02 .02 .01 .01 .01 25.4500 | .01 .00 .00 .00 .00 25.7000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.101 Name.... OFFSITE2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE2 100-yr Tc = .5542 hrs Drainage Area = 29.000 acres Runoff CN= 87 ============================================ Computational Time Increment = .07390 hrs Computed Peak Time = 12.1935 hrs Computed Peak Flow = 123.72 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.2000 hrs Peak Flow, Interpolated Output = 123.29 cfs ============================================ DRAINAGE AREA ------------------- ID:OFFSITE2 CN = 87 Area = 29.000 acres S = 1.4943 in 0.2S = .2989 in Cumulative Runoff ------------------- 5.4793 in 576810 cu.ft HYG Volume... 576773 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .55425 hrs (ID: OFFSITE2) Computational Incr, Tm = .07390 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 59.28 cfs Unit peak time Tp = .36950 hrs Unit receding limb, Tr = 1.47800 hrs Total unit time, Tb = 1.84750 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.102 Name.... OFFSITE2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - OFFSITE2 100-yr Tc = .5542 hrs Drainage Area = 29.000 acres Runoff CN= 87 Calc.Increment= .07390 hrs Out.Incr.= .0500 hrs HYG Volume = 576773 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.7000 | .00 .00 .00 .01 .01 3.9500 | .02 .02 .03 .04 .06 4.2000 | .07 .08 .10 .11 .13 4.4500 | .15 .17 .18 .20 .22 4.7000 | .24 .26 .28 .30 .32 4.9500 | .34 .36 .38 .40 .42 5.2000 | .44 .46 .49 .51 .53 5.4500 | .55 .57 .60 .62 .64 5.7000 | .66 .69 .71 .73 .76 5.9500 | .78 .80 .83 .85 .87 6.2000 | .90 .92 .95 .97 1.00 6.4500 | 1.02 1.05 1.07 1.10 1.12 6.7000 | 1.15 1.17 1.20 1.22 1.25 6.9500 | 1.27 1.30 1.33 1.35 1.38 7.2000 | 1.40 1.43 1.46 1.48 1.51 7.4500 | 1.54 1.56 1.59 1.62 1.64 7.7000 | 1.67 1.70 1.73 1.75 1.78 7.9500 | 1.81 1.83 1.86 1.89 1.92 8.2000 | 1.95 1.99 2.02 2.07 2.11 8.4500 | 2.16 2.22 2.27 2.34 2.40 8.7000 | 2.46 2.53 2.60 2.67 2.74 8.9500 | 2.82 2.89 2.97 3.05 3.12 9.2000 | 3.20 3.27 3.33 3.39 3.45 9.4500 | 3.50 3.55 3.60 3.64 3.68 9.7000 | 3.73 3.78 3.84 3.91 3.98 9.9500 | 4.07 4.16 4.26 4.37 4.49 10.2000 | 4.61 4.74 4.88 5.02 5.18 10.4500 | 5.34 5.51 5.69 5.88 6.07 10.7000 | 6.28 6.50 6.73 6.97 7.23 10.9500 | 7.51 7.80 8.10 8.42 8.76 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.103 Name.... OFFSITE2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.2000 | 9.15 9.56 10.01 10.53 11.08 11.4500 | 11.67 12.40 13.28 14.35 16.32 11.7000 | 19.22 23.07 30.00 39.18 50.61 11.9500 | 65.83 81.90 98.31 111.29 119.40 12.2000 | 123.29 120.01 113.05 103.67 92.14 12.4500 | 80.90 70.22 61.15 53.68 47.15 12.7000 | 41.71 37.16 33.13 29.74 26.96 12.9500 | 24.51 22.44 20.77 19.27 17.98 13.2000 | 16.90 15.92 15.05 14.33 13.66 13.4500 | 13.04 12.51 12.00 11.53 11.11 13.7000 | 10.73 10.39 10.09 9.82 9.56 13.9500 | 9.31 9.08 8.85 8.63 8.43 14.2000 | 8.23 8.05 7.88 7.72 7.58 14.4500 | 7.46 7.34 7.23 7.13 7.04 14.7000 | 6.95 6.87 6.79 6.71 6.63 14.9500 | 6.56 6.49 6.42 6.34 6.27 15.2000 | 6.20 6.14 6.07 6.00 5.93 15.4500 | 5.86 5.79 5.72 5.66 5.59 15.7000 | 5.52 5.45 5.38 5.32 5.25 15.9500 | 5.18 5.11 5.05 4.98 4.91 16.2000 | 4.85 4.79 4.73 4.68 4.63 16.4500 | 4.59 4.55 4.51 4.48 4.44 16.7000 | 4.41 4.38 4.36 4.33 4.30 16.9500 | 4.28 4.25 4.22 4.20 4.17 17.2000 | 4.15 4.12 4.10 4.07 4.05 17.4500 | 4.03 4.00 3.98 3.95 3.93 17.7000 | 3.90 3.88 3.85 3.83 3.81 17.9500 | 3.78 3.76 3.73 3.71 3.68 18.2000 | 3.66 3.64 3.61 3.59 3.56 18.4500 | 3.54 3.51 3.49 3.47 3.44 18.7000 | 3.42 3.39 3.37 3.34 3.32 18.9500 | 3.29 3.27 3.25 3.22 3.20 19.2000 | 3.17 3.15 3.12 3.10 3.07 19.4500 | 3.05 3.03 3.00 2.98 2.95 19.7000 | 2.93 2.90 2.88 2.85 2.83 19.9500 | 2.81 2.78 2.76 2.73 2.71 20.2000 | 2.69 2.67 2.65 2.63 2.61 20.4500 | 2.60 2.59 2.58 2.57 2.56 20.7000 | 2.55 2.54 2.54 2.53 2.52 20.9500 | 2.52 2.51 2.51 2.50 2.50 21.2000 | 2.49 2.49 2.48 2.48 2.47 21.4500 | 2.47 2.46 2.46 2.45 2.45 21.7000 | 2.44 2.44 2.43 2.43 2.42 21.9500 | 2.42 2.41 2.41 2.40 2.40 22.2000 | 2.39 2.39 2.38 2.38 2.38 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.104 Name.... OFFSITE2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4500 | 2.37 2.37 2.36 2.36 2.35 22.7000 | 2.35 2.34 2.34 2.33 2.33 22.9500 | 2.32 2.32 2.31 2.31 2.30 23.2000 | 2.30 2.29 2.29 2.28 2.28 23.4500 | 2.27 2.27 2.26 2.26 2.25 23.7000 | 2.25 2.24 2.24 2.23 2.23 23.9500 | 2.22 2.21 2.19 2.14 2.05 24.2000 | 1.91 1.73 1.52 1.30 1.09 24.4500 | .89 .72 .57 .45 .36 24.7000 | .29 .23 .19 .15 .12 24.9500 | .09 .08 .06 .05 .04 25.2000 | .03 .02 .02 .01 .01 25.4500 | .01 .01 .00 .00 .00 25.7000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.105 Name.... ONSITE1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - ONSITE1 15-Yr Tc = .4821 hrs Drainage Area = 71.200 acres Runoff CN= 90 ============================================ Computational Time Increment = .06428 hrs Computed Peak Time = 12.1492 hrs Computed Peak Flow = 245.53 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 245.42 cfs ============================================ DRAINAGE AREA ------------------- ID:ONSITE1 CN = 90 Area = 71.200 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 4.0694 in 1051767 cu.ft HYG Volume... 1051818 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .48211 hrs (ID: ONSITE1) Computational Incr, Tm = .06428 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 167.33 cfs Unit peak time Tp = .32141 hrs Unit receding limb, Tr = 1.28563 hrs Total unit time, Tb = 1.60703 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.106 Name.... ONSITE1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - ONSITE1 15-Yr Tc = .4821 hrs Drainage Area = 71.200 acres Runoff CN= 90 Calc.Increment= .06428 hrs Out.Incr.= .0500 hrs HYG Volume = 1051818 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.7000 | .00 .00 .01 .01 .02 3.9500 | .04 .05 .07 .10 .12 4.2000 | .15 .18 .21 .24 .27 4.4500 | .30 .33 .37 .40 .44 4.7000 | .47 .51 .55 .58 .62 4.9500 | .66 .69 .73 .77 .81 5.2000 | .85 .89 .93 .97 1.01 5.4500 | 1.05 1.09 1.13 1.17 1.21 5.7000 | 1.25 1.30 1.34 1.38 1.42 5.9500 | 1.47 1.51 1.55 1.60 1.64 6.2000 | 1.69 1.73 1.78 1.82 1.87 6.4500 | 1.91 1.96 2.00 2.05 2.09 6.7000 | 2.14 2.19 2.23 2.28 2.33 6.9500 | 2.37 2.42 2.47 2.52 2.56 7.2000 | 2.61 2.66 2.71 2.76 2.81 7.4500 | 2.86 2.90 2.95 3.00 3.05 7.7000 | 3.10 3.15 3.20 3.25 3.30 7.9500 | 3.35 3.40 3.45 3.50 3.56 8.2000 | 3.62 3.69 3.76 3.84 3.94 8.4500 | 4.04 4.14 4.25 4.37 4.49 8.7000 | 4.62 4.75 4.88 5.01 5.15 8.9500 | 5.28 5.42 5.57 5.71 5.85 9.2000 | 5.98 6.11 6.22 6.33 6.42 9.4500 | 6.51 6.59 6.66 6.73 6.81 9.7000 | 6.89 6.99 7.11 7.24 7.40 9.9500 | 7.57 7.76 7.96 8.17 8.39 10.2000 | 8.63 8.89 9.16 9.44 9.74 10.4500 | 10.06 10.38 10.72 11.08 11.45 10.7000 | 11.84 12.26 12.70 13.18 13.68 10.9500 | 14.21 14.77 15.35 15.98 16.65 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.107 Name.... ONSITE1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.2000 | 17.38 18.18 19.11 20.13 21.24 11.4500 | 22.43 23.75 25.52 28.17 32.22 11.7000 | 38.25 48.70 63.69 84.16 110.62 11.9500 | 143.57 179.01 210.25 233.51 245.42 12.2000 | 239.38 223.44 201.09 175.36 150.05 12.4500 | 128.19 109.87 94.79 82.31 72.36 12.7000 | 63.83 56.59 50.51 45.55 41.55 12.9500 | 38.16 35.29 32.84 30.82 29.04 13.2000 | 27.46 26.05 24.81 23.70 22.71 13.4500 | 21.82 21.05 20.39 19.80 19.24 13.7000 | 18.70 18.20 17.72 17.27 16.83 13.9500 | 16.41 16.02 15.63 15.26 14.91 14.2000 | 14.57 14.26 13.98 13.73 13.49 14.4500 | 13.29 13.10 12.93 12.77 12.61 14.7000 | 12.47 12.33 12.19 12.06 11.93 14.9500 | 11.80 11.67 11.54 11.42 11.29 15.2000 | 11.17 11.04 10.92 10.79 10.67 15.4500 | 10.55 10.42 10.30 10.17 10.05 15.7000 | 9.93 9.80 9.68 9.55 9.43 15.9500 | 9.31 9.18 9.06 8.94 8.82 16.2000 | 8.71 8.60 8.51 8.42 8.34 16.4500 | 8.27 8.20 8.14 8.08 8.03 16.7000 | 7.98 7.93 7.88 7.83 7.78 16.9500 | 7.74 7.69 7.65 7.60 7.56 17.2000 | 7.51 7.47 7.42 7.38 7.33 17.4500 | 7.29 7.25 7.20 7.16 7.11 17.7000 | 7.07 7.02 6.98 6.94 6.89 17.9500 | 6.85 6.80 6.76 6.71 6.67 18.2000 | 6.62 6.58 6.54 6.49 6.45 18.4500 | 6.40 6.36 6.31 6.27 6.22 18.7000 | 6.18 6.14 6.09 6.05 6.00 18.9500 | 5.96 5.91 5.87 5.82 5.78 19.2000 | 5.73 5.69 5.65 5.60 5.56 19.4500 | 5.51 5.47 5.42 5.38 5.33 19.7000 | 5.29 5.24 5.20 5.15 5.11 19.9500 | 5.06 5.02 4.98 4.93 4.89 20.2000 | 4.85 4.81 4.78 4.75 4.73 20.4500 | 4.71 4.69 4.67 4.66 4.65 20.7000 | 4.63 4.62 4.61 4.60 4.59 20.9500 | 4.58 4.57 4.56 4.55 4.54 21.2000 | 4.53 4.53 4.52 4.51 4.50 21.4500 | 4.49 4.48 4.47 4.46 4.45 21.7000 | 4.45 4.44 4.43 4.42 4.41 21.9500 | 4.40 4.39 4.38 4.37 4.37 22.2000 | 4.36 4.35 4.34 4.33 4.32 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.108 Name.... ONSITE1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4500 | 4.31 4.30 4.30 4.29 4.28 22.7000 | 4.27 4.26 4.25 4.24 4.23 22.9500 | 4.22 4.22 4.21 4.20 4.19 23.2000 | 4.18 4.17 4.16 4.15 4.14 23.4500 | 4.14 4.13 4.12 4.11 4.10 23.7000 | 4.09 4.08 4.07 4.06 4.06 23.9500 | 4.05 4.02 3.97 3.85 3.61 24.2000 | 3.28 2.86 2.40 1.96 1.55 24.4500 | 1.21 .92 .71 .56 .43 24.7000 | .33 .25 .20 .15 .12 24.9500 | .09 .07 .05 .04 .03 25.2000 | .02 .02 .01 .01 .00 25.4500 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.109 Name.... ONSITE1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - ONSITE1 25-yr Tc = .4821 hrs Drainage Area = 71.200 acres Runoff CN= 90 ============================================ Computational Time Increment = .06428 hrs Computed Peak Time = 12.1492 hrs Computed Peak Flow = 273.45 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 273.32 cfs ============================================ DRAINAGE AREA ------------------- ID:ONSITE1 CN = 90 Area = 71.200 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 4.5540 in 1177018 cu.ft HYG Volume... 1177074 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .48211 hrs (ID: ONSITE1) Computational Incr, Tm = .06428 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 167.33 cfs Unit peak time Tp = .32141 hrs Unit receding limb, Tr = 1.28563 hrs Total unit time, Tb = 1.60703 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.110 Name.... ONSITE1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - ONSITE1 25-yr Tc = .4821 hrs Drainage Area = 71.200 acres Runoff CN= 90 Calc.Increment= .06428 hrs Out.Incr.= .0500 hrs HYG Volume = 1177074 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | .00 .00 .00 .01 .02 3.6500 | .03 .05 .07 .10 .13 3.9000 | .16 .19 .22 .26 .29 4.1500 | .33 .36 .40 .44 .48 4.4000 | .51 .55 .59 .63 .67 4.6500 | .72 .76 .80 .84 .88 4.9000 | .93 .97 1.01 1.06 1.10 5.1500 | 1.15 1.19 1.24 1.28 1.33 5.4000 | 1.38 1.42 1.47 1.52 1.56 5.6500 | 1.61 1.66 1.71 1.76 1.81 5.9000 | 1.85 1.90 1.95 2.00 2.05 6.1500 | 2.10 2.15 2.20 2.26 2.31 6.4000 | 2.36 2.41 2.46 2.51 2.57 6.6500 | 2.62 2.67 2.72 2.78 2.83 6.9000 | 2.88 2.93 2.99 3.04 3.09 7.1500 | 3.15 3.20 3.26 3.31 3.37 7.4000 | 3.42 3.47 3.53 3.58 3.64 7.6500 | 3.69 3.75 3.80 3.86 3.92 7.9000 | 3.97 4.03 4.08 4.14 4.20 8.1500 | 4.26 4.33 4.40 4.49 4.59 8.4000 | 4.69 4.81 4.93 5.06 5.19 8.6500 | 5.33 5.47 5.62 5.77 5.92 8.9000 | 6.08 6.23 6.39 6.55 6.71 9.1500 | 6.87 7.02 7.17 7.29 7.41 9.4000 | 7.52 7.61 7.70 7.78 7.86 9.6500 | 7.94 8.03 8.14 8.28 8.43 9.9000 | 8.60 8.79 9.00 9.23 9.47 10.1500 | 9.72 9.99 10.28 10.58 10.90 10.4000 | 11.25 11.60 11.97 12.35 12.75 10.6500 | 13.17 13.61 14.08 14.58 15.12 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.111 Name.... ONSITE1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.9000 | 15.69 16.29 16.91 17.57 18.26 11.1500 | 19.02 19.84 20.74 21.78 22.93 11.4000 | 24.17 25.52 26.99 28.97 31.95 11.6500 | 36.50 43.27 55.00 71.77 94.64 11.9000 | 124.15 160.80 200.12 234.69 260.32 12.1500 | 273.32 266.38 248.49 223.51 194.80 12.4000 | 166.62 142.30 121.92 105.14 91.27 12.6500 | 80.21 70.73 62.68 55.93 50.42 12.9000 | 45.98 42.22 39.04 36.31 34.07 13.1500 | 32.10 30.35 28.79 27.41 26.19 13.4000 | 25.09 24.11 23.25 22.52 21.86 13.6500 | 21.24 20.65 20.09 19.57 19.07 13.9000 | 18.58 18.12 17.69 17.26 16.85 14.1500 | 16.46 16.09 15.75 15.43 15.15 14.4000 | 14.89 14.67 14.46 14.27 14.09 14.6500 | 13.92 13.76 13.60 13.45 13.30 14.9000 | 13.16 13.02 12.88 12.74 12.60 15.1500 | 12.46 12.32 12.18 12.05 11.91 15.4000 | 11.77 11.64 11.50 11.36 11.22 15.6500 | 11.09 10.95 10.81 10.68 10.54 15.9000 | 10.40 10.27 10.13 9.99 9.86 16.1500 | 9.73 9.60 9.49 9.38 9.28 16.4000 | 9.20 9.12 9.04 8.98 8.91 16.6500 | 8.85 8.80 8.74 8.69 8.64 16.9000 | 8.58 8.53 8.48 8.43 8.38 17.1500 | 8.33 8.28 8.23 8.19 8.14 17.4000 | 8.09 8.04 7.99 7.94 7.89 17.6500 | 7.84 7.79 7.74 7.70 7.65 17.9000 | 7.60 7.55 7.50 7.45 7.40 18.1500 | 7.35 7.30 7.25 7.21 7.16 18.4000 | 7.11 7.06 7.01 6.96 6.91 18.6500 | 6.86 6.81 6.76 6.71 6.67 18.9000 | 6.62 6.57 6.52 6.47 6.42 19.1500 | 6.37 6.32 6.27 6.22 6.17 19.4000 | 6.12 6.07 6.03 5.98 5.93 19.6500 | 5.88 5.83 5.78 5.73 5.68 19.9000 | 5.63 5.58 5.53 5.48 5.44 20.1500 | 5.39 5.35 5.31 5.27 5.24 20.4000 | 5.21 5.19 5.17 5.15 5.13 20.6500 | 5.12 5.11 5.09 5.08 5.07 20.9000 | 5.06 5.05 5.04 5.03 5.02 21.1500 | 5.01 5.00 4.99 4.98 4.97 21.4000 | 4.96 4.95 4.94 4.93 4.92 21.6500 | 4.91 4.90 4.89 4.88 4.87 21.9000 | 4.86 4.85 4.84 4.83 4.82 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.112 Name.... ONSITE1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.1500 | 4.81 4.80 4.79 4.78 4.77 22.4000 | 4.76 4.75 4.74 4.73 4.72 22.6500 | 4.71 4.70 4.69 4.68 4.67 22.9000 | 4.66 4.65 4.64 4.63 4.62 23.1500 | 4.61 4.61 4.60 4.59 4.58 23.4000 | 4.57 4.56 4.55 4.54 4.53 23.6500 | 4.52 4.51 4.50 4.49 4.48 23.9000 | 4.47 4.46 4.43 4.38 4.25 24.1500 | 3.98 3.61 3.15 2.65 2.16 24.4000 | 1.71 1.33 1.02 .79 .61 24.6500 | .48 .37 .28 .22 .17 24.9000 | .13 .10 .08 .06 .04 25.1500 | .03 .02 .02 .01 .01 25.4000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.113 Name.... ONSITE1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - ONSITE1 100-yr Tc = .4821 hrs Drainage Area = 71.200 acres Runoff CN= 90 ============================================ Computational Time Increment = .06428 hrs Computed Peak Time = 12.1492 hrs Computed Peak Flow = 345.68 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 345.52 cfs ============================================ DRAINAGE AREA ------------------- ID:ONSITE1 CN = 90 Area = 71.200 acres S = 1.1111 in 0.2S = .2222 in Cumulative Runoff ------------------- 5.8232 in 1505031 cu.ft HYG Volume... 1505099 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .48211 hrs (ID: ONSITE1) Computational Incr, Tm = .06428 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 167.33 cfs Unit peak time Tp = .32141 hrs Unit receding limb, Tr = 1.28563 hrs Total unit time, Tb = 1.60703 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.114 Name.... ONSITE1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - ONSITE1 100-yr Tc = .4821 hrs Drainage Area = 71.200 acres Runoff CN= 90 Calc.Increment= .06428 hrs Out.Incr.= .0500 hrs HYG Volume = 1505099 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8500 | .00 .00 .01 .02 .03 3.1000 | .05 .07 .10 .14 .18 3.3500 | .22 .26 .31 .36 .40 3.6000 | .45 .50 .55 .60 .65 3.8500 | .70 .75 .81 .86 .91 4.1000 | .96 1.01 1.06 1.11 1.17 4.3500 | 1.22 1.27 1.33 1.38 1.44 4.6000 | 1.50 1.55 1.61 1.67 1.73 4.8500 | 1.78 1.84 1.90 1.96 2.02 5.1000 | 2.08 2.14 2.20 2.27 2.33 5.3500 | 2.39 2.45 2.52 2.58 2.64 5.6000 | 2.70 2.77 2.83 2.90 2.96 5.8500 | 3.03 3.09 3.16 3.22 3.29 6.1000 | 3.35 3.42 3.48 3.55 3.62 6.3500 | 3.68 3.75 3.82 3.89 3.95 6.6000 | 4.02 4.09 4.16 4.22 4.29 6.8500 | 4.36 4.43 4.50 4.57 4.63 7.1000 | 4.70 4.77 4.84 4.91 4.98 7.3500 | 5.05 5.12 5.19 5.26 5.33 7.6000 | 5.40 5.46 5.53 5.60 5.67 7.8500 | 5.74 5.81 5.88 5.95 6.03 8.1000 | 6.10 6.18 6.27 6.37 6.48 8.3500 | 6.60 6.74 6.90 7.06 7.23 8.6000 | 7.41 7.59 7.78 7.98 8.18 8.8500 | 8.38 8.59 8.79 9.01 9.22 9.1000 | 9.43 9.63 9.83 10.01 10.18 9.3500 | 10.33 10.46 10.58 10.68 10.77 9.6000 | 10.87 10.97 11.08 11.22 11.38 9.8500 | 11.57 11.79 12.05 12.32 12.61 10.1000 | 12.92 13.25 13.60 13.97 14.37 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.115 Name.... ONSITE1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.3500 | 14.79 15.23 15.69 16.17 16.66 10.6000 | 17.18 17.72 18.29 18.89 19.54 10.8500 | 20.23 20.97 21.73 22.54 23.38 11.1000 | 24.28 25.24 26.30 27.46 28.79 11.3500 | 30.26 31.85 33.58 35.46 38.01 11.6000 | 41.83 47.67 56.36 71.39 92.80 11.8500 | 121.88 159.26 205.47 254.80 297.96 12.1000 | 329.73 345.52 336.24 313.27 281.48 12.3500 | 245.10 209.48 178.78 153.07 131.91 12.6000 | 114.42 100.49 88.56 78.44 69.95 12.8500 | 63.02 57.44 52.72 48.72 45.30 13.1000 | 42.49 40.01 37.82 35.87 34.14 13.3500 | 32.61 31.23 30.01 28.94 28.03 13.6000 | 27.21 26.43 25.70 25.00 24.34 13.8500 | 23.72 23.12 22.54 22.00 21.47 14.1000 | 20.95 20.46 20.00 19.58 19.19 14.3500 | 18.83 18.51 18.23 17.98 17.74 14.6000 | 17.51 17.30 17.10 16.91 16.72 14.8500 | 16.53 16.35 16.17 16.00 15.82 15.1000 | 15.65 15.48 15.31 15.14 14.96 15.3500 | 14.79 14.62 14.45 14.28 14.11 15.6000 | 13.94 13.77 13.60 13.43 13.26 15.8500 | 13.09 12.92 12.75 12.58 12.41 16.1000 | 12.24 12.08 11.92 11.78 11.65 16.3500 | 11.53 11.42 11.32 11.23 11.14 16.6000 | 11.07 10.99 10.92 10.85 10.78 16.8500 | 10.72 10.65 10.59 10.53 10.47 17.1000 | 10.40 10.34 10.28 10.22 10.16 17.3500 | 10.10 10.04 9.98 9.91 9.85 17.6000 | 9.79 9.73 9.67 9.61 9.55 17.8500 | 9.49 9.43 9.37 9.31 9.24 18.1000 | 9.18 9.12 9.06 9.00 8.94 18.3500 | 8.88 8.82 8.76 8.70 8.63 18.6000 | 8.57 8.51 8.45 8.39 8.33 18.8500 | 8.27 8.21 8.15 8.08 8.02 19.1000 | 7.96 7.90 7.84 7.78 7.72 19.3500 | 7.66 7.59 7.53 7.47 7.41 19.6000 | 7.35 7.29 7.23 7.17 7.11 19.8500 | 7.04 6.98 6.92 6.86 6.80 20.1000 | 6.74 6.68 6.63 6.58 6.54 20.3500 | 6.50 6.46 6.43 6.41 6.39 20.6000 | 6.37 6.35 6.33 6.31 6.30 20.8500 | 6.29 6.27 6.26 6.24 6.23 21.1000 | 6.22 6.21 6.19 6.18 6.17 21.3500 | 6.16 6.14 6.13 6.12 6.11 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.116 Name.... ONSITE1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.6000 | 6.10 6.08 6.07 6.06 6.05 21.8500 | 6.04 6.02 6.01 6.00 5.99 22.1000 | 5.97 5.96 5.95 5.94 5.93 22.3500 | 5.91 5.90 5.89 5.88 5.87 22.6000 | 5.85 5.84 5.83 5.82 5.80 22.8500 | 5.79 5.78 5.77 5.76 5.74 23.1000 | 5.73 5.72 5.71 5.69 5.68 23.3500 | 5.67 5.66 5.65 5.63 5.62 23.6000 | 5.61 5.60 5.59 5.57 5.56 23.8500 | 5.55 5.54 5.52 5.49 5.42 24.1000 | 5.26 4.93 4.47 3.91 3.28 24.3500 | 2.67 2.12 1.65 1.26 .97 24.6000 | .76 .59 .45 .35 .27 24.8500 | .21 .16 .12 .09 .07 25.1000 | .05 .04 .03 .02 .02 25.3500 | .01 .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.117 Name.... SUBAREA1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - SUBAREA1 15-Yr Tc = 1.2240 hrs Drainage Area = 708.000 acres Runoff CN= 76 ============================================ Computational Time Increment = .16320 hrs Computed Peak Time = 12.5666 hrs Computed Peak Flow = 857.99 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.6000 hrs Peak Flow, Interpolated Output = 857.97 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA1 CN = 76 Area = 708.000 acres S = 3.1579 in 0.2S = .6316 in Cumulative Runoff ------------------- 2.7012 in 6942241 cu.ft HYG Volume... 6942341 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = 1.22402 hrs (ID: SUBAREA1) Computational Incr, Tm = .16320 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 655.38 cfs Unit peak time Tp = .81601 hrs Unit receding limb, Tr = 3.26404 hrs Total unit time, Tb = 4.08005 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.118 Name.... SUBAREA1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 15 year storm Duration = 24.0000 hrs Rain Depth = 5.2000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - SUBAREA1 15-Yr Tc = 1.2240 hrs Drainage Area = 708.000 acres Runoff CN= 76 Calc.Increment= .16320 hrs Out.Incr.= .0500 hrs HYG Volume = 6942341 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.0500 | .00 .00 .00 .01 .02 8.3000 | .02 .04 .07 .09 .13 8.5500 | .20 .26 .33 .46 .58 8.8000 | .71 .89 1.08 1.28 1.51 9.0500 | 1.79 2.06 2.35 2.70 3.04 9.3000 | 3.39 3.80 4.21 4.62 5.06 9.5500 | 5.52 5.97 6.45 6.95 7.44 9.8000 | 7.95 8.49 9.04 9.58 10.18 10.0500 | 10.79 11.40 12.07 12.77 13.47 10.3000 | 14.22 15.05 15.87 16.72 17.70 10.5500 | 18.68 19.66 20.81 21.99 23.17 10.8000 | 24.48 25.90 27.32 28.83 30.55 11.0500 | 32.27 34.01 36.16 38.30 40.44 11.3000 | 43.03 45.76 48.48 51.84 55.80 11.5500 | 59.76 64.96 73.83 82.70 91.57 11.8000 | 116.56 141.72 166.88 208.97 257.45 12.0500 | 305.93 363.47 431.57 499.67 566.51 12.3000 | 628.25 689.98 751.72 785.04 816.35 12.5500 | 847.65 857.97 857.94 857.91 848.58 12.8000 | 825.64 802.70 777.70 740.25 702.79 13.0500 | 665.34 628.00 590.68 553.35 521.05 13.3000 | 491.90 462.76 436.09 414.02 391.95 13.5500 | 370.27 352.63 334.99 317.35 302.75 13.8000 | 288.80 274.86 262.54 251.49 240.45 14.0500 | 230.03 221.10 212.18 203.31 196.19 14.3000 | 189.06 181.94 175.88 170.14 164.40 14.5500 | 159.21 154.57 149.93 145.51 141.77 14.8000 | 138.03 134.29 131.28 128.29 125.30 15.0500 | 122.70 120.28 117.85 115.60 113.56 15.3000 | 111.53 109.54 107.73 105.92 104.11 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.119 Name.... SUBAREA1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.5500 | 102.41 100.72 99.03 97.43 95.88 15.8000 | 94.34 92.90 91.62 90.34 89.08 16.0500 | 87.96 86.84 85.72 84.66 83.60 16.3000 | 82.54 81.53 80.55 79.57 78.62 16.5500 | 77.74 76.85 75.97 75.18 74.40 16.8000 | 73.62 72.92 72.24 71.56 70.93 17.0500 | 70.34 69.74 69.17 68.65 68.13 17.3000 | 67.61 67.13 66.66 66.19 65.74 17.5500 | 65.30 64.86 64.44 64.02 63.61 17.8000 | 63.20 62.80 62.40 62.00 61.62 18.0500 | 61.23 60.84 60.46 60.08 59.70 18.3000 | 59.33 58.96 58.58 58.21 57.84 18.5500 | 57.47 57.10 56.73 56.37 56.00 18.8000 | 55.63 55.27 54.90 54.53 54.17 19.0500 | 53.80 53.44 53.07 52.71 52.34 19.3000 | 51.98 51.61 51.24 50.88 50.51 19.5500 | 50.15 49.78 49.41 49.05 48.68 19.8000 | 48.31 47.94 47.58 47.21 46.84 20.0500 | 46.48 46.11 45.75 45.38 45.02 20.3000 | 44.67 44.33 43.98 43.65 43.33 20.5500 | 43.01 42.72 42.44 42.15 41.89 20.8000 | 41.65 41.42 41.19 40.99 40.80 21.0500 | 40.60 40.44 40.28 40.12 39.97 21.3000 | 39.84 39.71 39.58 39.46 39.34 21.5500 | 39.23 39.13 39.02 38.92 38.83 21.8000 | 38.73 38.64 38.55 38.46 38.37 22.0500 | 38.29 38.21 38.13 38.04 37.96 22.3000 | 37.88 37.81 37.73 37.65 37.58 22.5500 | 37.50 37.43 37.35 37.28 37.20 22.8000 | 37.13 37.06 36.98 36.91 36.84 23.0500 | 36.77 36.69 36.62 36.55 36.48 23.3000 | 36.41 36.33 36.26 36.19 36.12 23.5500 | 36.05 35.98 35.91 35.84 35.76 23.8000 | 35.69 35.62 35.55 35.48 35.38 24.0500 | 35.16 34.94 34.72 34.21 33.68 24.3000 | 33.14 32.26 31.20 30.13 28.90 24.5500 | 27.42 25.93 24.43 22.83 21.23 24.8000 | 19.63 18.12 16.63 15.13 13.78 25.0500 | 12.52 11.26 10.12 9.21 8.30 25.3000 | 7.40 6.76 6.13 5.49 5.00 25.5500 | 4.54 4.08 3.69 3.36 3.02 25.8000 | 2.71 2.47 2.23 1.99 1.82 26.0500 | 1.64 1.47 1.33 1.20 1.08 26.3000 | .97 .88 .79 .71 .64 26.5500 | .58 .51 .46 .42 .37 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.120 Name.... SUBAREA1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.8000 | .33 .30 .26 .23 .21 27.0500 | .18 .16 .14 .13 .11 27.3000 | .09 .08 .07 .06 .05 27.5500 | .04 .03 .02 .02 .01 27.8000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.121 Name.... SUBAREA1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - SUBAREA1 25-yr Tc = 1.2240 hrs Drainage Area = 708.000 acres Runoff CN= 76 ============================================ Computational Time Increment = .16320 hrs Computed Peak Time = 12.5666 hrs Computed Peak Flow = 997.72 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.6000 hrs Peak Flow, Interpolated Output = 997.04 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA1 CN = 76 Area = 708.000 acres S = 3.1579 in 0.2S = .6316 in Cumulative Runoff ------------------- 3.1228 in 8025644 cu.ft HYG Volume... 8025762 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = 1.22402 hrs (ID: SUBAREA1) Computational Incr, Tm = .16320 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 655.38 cfs Unit peak time Tp = .81601 hrs Unit receding limb, Tr = 3.26404 hrs Total unit time, Tb = 4.08005 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.122 Name.... SUBAREA1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 25 year storm Duration = 24.0000 hrs Rain Depth = 5.7000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - SUBAREA1 25-yr Tc = 1.2240 hrs Drainage Area = 708.000 acres Runoff CN= 76 Calc.Increment= .16320 hrs Out.Incr.= .0500 hrs HYG Volume = 8025762 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.5500 | .00 .00 .00 .01 .01 7.8000 | .02 .03 .06 .09 .11 8.0500 | .17 .23 .29 .39 .50 8.3000 | .61 .76 .93 1.10 1.29 8.5500 | 1.52 1.76 2.00 2.30 2.61 8.8000 | 2.91 3.27 3.65 4.02 4.43 9.0500 | 4.88 5.32 5.78 6.29 6.80 9.3000 | 7.31 7.87 8.43 8.99 9.58 9.5500 | 10.18 10.78 11.39 12.02 12.64 9.8000 | 13.28 13.95 14.62 15.30 16.03 10.0500 | 16.78 17.53 18.34 19.20 20.06 10.3000 | 20.97 21.98 22.99 24.02 25.22 10.5500 | 26.42 27.62 29.02 30.46 31.90 10.8000 | 33.50 35.23 36.96 38.80 40.89 11.0500 | 42.98 45.09 47.68 50.27 52.86 11.3000 | 55.99 59.27 62.55 66.59 71.34 11.5500 | 76.09 82.32 92.89 103.46 114.03 11.8000 | 143.37 172.92 202.46 251.53 307.99 12.0500 | 364.45 431.19 509.92 588.65 665.81 12.3000 | 736.55 807.30 878.04 915.63 950.85 12.5500 | 986.08 997.04 996.02 995.01 983.30 12.8000 | 955.92 928.54 898.82 854.94 811.05 13.0500 | 767.17 723.68 680.26 636.83 599.29 13.3000 | 565.47 531.64 500.70 475.12 449.53 13.5500 | 424.39 403.97 383.55 363.12 346.24 13.8000 | 330.13 314.01 299.77 287.02 274.27 14.0500 | 262.25 251.97 241.69 231.47 223.27 14.3000 | 215.07 206.88 199.91 193.31 186.72 14.5500 | 180.76 175.44 170.11 165.03 160.75 14.8000 | 156.46 152.17 148.72 145.30 141.87 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.123 Name.... SUBAREA1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.0500 | 138.90 136.12 133.34 130.77 128.44 15.3000 | 126.12 123.84 121.77 119.70 117.62 15.5500 | 115.68 113.75 111.82 110.00 108.24 15.8000 | 106.47 104.83 103.38 101.93 100.50 16.0500 | 99.23 97.96 96.69 95.48 94.28 16.3000 | 93.09 91.94 90.83 89.72 88.64 16.5500 | 87.64 86.63 85.63 84.75 83.86 16.8000 | 82.98 82.18 81.41 80.64 79.92 17.0500 | 79.25 78.58 77.93 77.34 76.75 17.3000 | 76.16 75.62 75.09 74.55 74.05 17.5500 | 73.55 73.05 72.57 72.10 71.63 17.8000 | 71.16 70.71 70.26 69.81 69.37 18.0500 | 68.93 68.49 68.06 67.63 67.21 18.3000 | 66.78 66.36 65.93 65.51 65.10 18.5500 | 64.68 64.26 63.84 63.43 63.01 18.8000 | 62.60 62.18 61.77 61.35 60.94 19.0500 | 60.53 60.11 59.70 59.29 58.88 19.3000 | 58.46 58.05 57.64 57.22 56.81 19.5500 | 56.40 55.98 55.57 55.16 54.74 19.8000 | 54.33 53.91 53.50 53.08 52.67 20.0500 | 52.25 51.84 51.43 51.02 50.62 20.3000 | 50.22 49.83 49.43 49.07 48.71 20.5500 | 48.35 48.02 47.70 47.38 47.08 20.8000 | 46.82 46.55 46.29 46.07 45.85 21.0500 | 45.63 45.44 45.26 45.08 44.92 21.3000 | 44.77 44.61 44.47 44.34 44.21 21.5500 | 44.08 43.96 43.84 43.72 43.62 21.8000 | 43.51 43.41 43.30 43.21 43.11 22.0500 | 43.01 42.92 42.82 42.73 42.64 22.3000 | 42.55 42.46 42.37 42.29 42.20 22.5500 | 42.11 42.03 41.95 41.86 41.78 22.8000 | 41.70 41.61 41.53 41.45 41.37 23.0500 | 41.28 41.20 41.12 41.04 40.96 23.3000 | 40.88 40.79 40.71 40.63 40.55 23.5500 | 40.47 40.39 40.31 40.23 40.15 23.8000 | 40.07 39.99 39.91 39.83 39.71 24.0500 | 39.47 39.22 38.98 38.40 37.80 24.3000 | 37.20 36.21 35.01 33.82 32.44 24.5500 | 30.77 29.10 27.42 25.62 23.83 24.8000 | 22.03 20.34 18.66 16.98 15.46 25.0500 | 14.05 12.64 11.36 10.33 9.31 25.3000 | 8.31 7.59 6.88 6.16 5.61 25.5500 | 5.10 4.58 4.14 3.77 3.39 25.8000 | 3.04 2.77 2.50 2.23 2.04 26.0500 | 1.84 1.65 1.49 1.35 1.21 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.124 Name.... SUBAREA1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.3000 | 1.09 .99 .89 .79 .72 26.5500 | .65 .57 .52 .47 .42 26.8000 | .37 .33 .30 .26 .23 27.0500 | .21 .18 .16 .14 .12 27.3000 | .11 .09 .08 .06 .05 27.5500 | .04 .03 .03 .02 .01 27.8000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 7.125 Name.... SUBAREA1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - SUBAREA1 100-yr Tc = 1.2240 hrs Drainage Area = 708.000 acres Runoff CN= 76 ============================================ Computational Time Increment = .16320 hrs Computed Peak Time = 12.5666 hrs Computed Peak Flow = 1370.90 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.6000 hrs Peak Flow, Interpolated Output = 1368.25 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA1 CN = 76 Area = 708.000 acres S = 3.1579 in 0.2S = .6316 in Cumulative Runoff ------------------- 4.2573 in 10941540 cu.ft HYG Volume... 10941700 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = 1.22402 hrs (ID: SUBAREA1) Computational Incr, Tm = .16320 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 655.38 cfs Unit peak time Tp = .81601 hrs Unit receding limb, Tr = 3.26404 hrs Total unit time, Tb = 4.08005 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.126 Name.... SUBAREA1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 7.0000 in Rain Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ HYG File - ID = - SUBAREA1 100-yr Tc = 1.2240 hrs Drainage Area = 708.000 acres Runoff CN= 76 Calc.Increment= .16320 hrs Out.Incr.= .0500 hrs HYG Volume = 10941700 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.5500 | .00 .00 .01 .01 .02 6.8000 | .04 .05 .09 .13 .17 7.0500 | .24 .33 .41 .53 .68 7.3000 | .82 .98 1.19 1.41 1.62 7.5500 | 1.89 2.16 2.43 2.73 3.06 7.8000 | 3.38 3.72 4.08 4.44 4.81 8.0500 | 5.20 5.60 5.99 6.41 6.84 8.3000 | 7.27 7.73 8.20 8.67 9.16 8.5500 | 9.70 10.23 10.76 11.37 11.98 8.8000 | 12.59 13.26 13.95 14.64 15.38 9.0500 | 16.16 16.94 17.74 18.61 19.47 9.3000 | 20.33 21.24 22.16 23.07 24.00 9.5500 | 24.94 25.88 26.83 27.78 28.74 9.8000 | 29.70 30.70 31.70 32.69 33.78 10.0500 | 34.88 35.98 37.19 38.46 39.73 10.3000 | 41.09 42.60 44.10 45.64 47.43 10.5500 | 49.23 51.03 53.12 55.28 57.43 10.8000 | 59.83 62.40 64.98 67.72 70.82 11.0500 | 73.92 77.05 80.87 84.69 88.51 11.3000 | 93.10 97.90 102.70 108.60 115.52 11.5500 | 122.44 131.46 146.66 161.85 177.05 11.8000 | 218.10 259.42 300.74 368.49 446.24 12.0500 | 523.99 615.21 722.14 829.07 933.53 12.3000 | 1027.95 1122.36 1216.78 1265.34 1310.64 12.5500 | 1355.93 1368.25 1364.29 1360.33 1341.97 12.8000 | 1302.52 1263.07 1220.55 1159.40 1098.25 13.0500 | 1037.10 977.20 917.48 857.75 806.27 13.3000 | 759.98 713.69 671.36 636.42 601.48 13.5500 | 567.15 539.32 511.50 483.67 460.73 13.8000 | 438.85 416.97 397.66 380.38 363.11 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.127 Name.... SUBAREA1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.0500 | 346.84 332.96 319.08 305.28 294.25 14.3000 | 283.22 272.18 262.82 253.97 245.12 14.5500 | 237.12 229.99 222.86 216.05 210.32 14.8000 | 204.59 198.85 194.25 189.68 185.11 15.0500 | 181.15 177.44 173.74 170.31 167.21 15.3000 | 164.12 161.09 158.33 155.58 152.82 15.5500 | 150.24 147.67 145.11 142.70 140.37 15.8000 | 138.04 135.88 133.97 132.07 130.19 16.0500 | 128.53 126.87 125.20 123.63 122.06 16.3000 | 120.50 119.00 117.55 116.10 114.69 16.5500 | 113.38 112.07 110.76 109.60 108.45 16.8000 | 107.29 106.25 105.25 104.24 103.30 17.0500 | 102.43 101.55 100.70 99.93 99.16 17.3000 | 98.38 97.68 96.98 96.28 95.62 17.5500 | 94.97 94.32 93.69 93.07 92.46 17.8000 | 91.85 91.26 90.67 90.08 89.51 18.0500 | 88.94 88.37 87.80 87.24 86.68 18.3000 | 86.13 85.58 85.03 84.48 83.93 18.5500 | 83.39 82.84 82.30 81.76 81.22 18.8000 | 80.68 80.14 79.60 79.06 78.52 19.0500 | 77.99 77.45 76.91 76.38 75.84 19.3000 | 75.30 74.77 74.23 73.70 73.16 19.5500 | 72.62 72.09 71.55 71.01 70.47 19.8000 | 69.94 69.40 68.86 68.33 67.79 20.0500 | 67.25 66.72 66.19 65.66 65.13 20.3000 | 64.62 64.11 63.60 63.13 62.66 20.5500 | 62.19 61.76 61.35 60.94 60.56 20.8000 | 60.21 59.86 59.53 59.24 58.95 21.0500 | 58.67 58.43 58.19 57.96 57.75 21.3000 | 57.55 57.35 57.16 56.99 56.82 21.5500 | 56.65 56.50 56.34 56.19 56.05 21.8000 | 55.91 55.77 55.64 55.51 55.38 22.0500 | 55.26 55.13 55.01 54.89 54.77 22.3000 | 54.66 54.54 54.42 54.31 54.20 22.5500 | 54.09 53.97 53.86 53.75 53.65 22.8000 | 53.54 53.43 53.32 53.21 53.11 23.0500 | 53.00 52.89 52.78 52.68 52.57 23.3000 | 52.46 52.36 52.25 52.15 52.04 23.5500 | 51.93 51.83 51.72 51.62 51.51 23.8000 | 51.41 51.30 51.20 51.09 50.95 24.0500 | 50.63 50.31 50.00 49.26 48.49 24.3000 | 47.72 46.44 44.91 43.38 41.60 24.5500 | 39.47 37.33 35.17 32.86 30.56 24.8000 | 28.25 26.08 23.93 21.78 19.83 25.0500 | 18.02 16.21 14.57 13.25 11.94 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 7.128 Name.... SUBAREA1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.3000 | 10.65 9.74 8.82 7.90 7.19 25.5500 | 6.54 5.88 5.31 4.83 4.35 25.8000 | 3.90 3.55 3.21 2.86 2.61 26.0500 | 2.36 2.11 1.91 1.73 1.55 26.3000 | 1.40 1.27 1.14 1.02 .92 26.5500 | .83 .74 .67 .60 .53 26.8000 | .48 .43 .38 .34 .30 27.0500 | .27 .23 .21 .18 .16 27.3000 | .14 .12 .10 .08 .07 27.5500 | .06 .04 .03 .02 .02 27.8000 | .01 .01 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Chn-Circular Page 8.01 Name.... CHN-CIR - 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Solution to Mannings Open Channel Flow Equation (Computed values are based on normal depth.) CIRCULAR CROSS SECTION Slope = .022000 ft/ft Mannings n = 0.01300 Invert Elev. = 587.00 ft Top of Channel = 592.50 ft Diameter = 66.00 in Elev. Depth Flow Vel. Area Top W. Wet.P. Hd Froude (ft) (ft) (cfs) (ft/sec) (sq.ft) (ft) (ft) (ft) No. -------- ------- ------ ------- ------- ------ ------ ----- ------ 587.000 .00 .00 .00 .0000 .00 .00 .00 0.00 587.110 .11 .33 2.95 .1134 1.54 1.56 .07 1.92 587.220 .22 1.48 4.66 .3187 2.16 2.21 .15 2.13 587.330 .33 3.53 6.06 .5820 2.61 2.72 .22 2.26 587.440 .44 6.50 7.30 .8904 2.98 3.15 .30 2.35 587.550 .55 10.40 8.41 1.2364 3.30 3.54 .37 2.42 587.660 .66 15.23 9.43 1.6148 3.57 3.89 .45 2.47 587.770 .77 20.99 10.38 2.0218 3.82 4.22 .53 2.52 587.880 .88 27.65 11.27 2.4537 4.03 4.53 .61 2.55 587.990 .99 35.20 12.11 2.9080 4.23 4.82 .69 2.57 588.100 1.10 43.61 12.89 3.3826 4.40 5.10 .77 2.59 588.210 1.21 52.86 13.64 3.8755 4.56 5.37 .85 2.61 588.320 1.32 62.91 14.35 4.3846 4.70 5.63 .93 2.62 588.430 1.43 73.73 15.02 4.9084 4.82 5.89 1.02 2.63 588.540 1.54 85.28 15.66 5.4455 4.94 6.13 1.10 2.63 588.650 1.65 97.54 16.27 5.9947 5.04 6.38 1.19 2.63 588.760 1.76 110.45 16.85 6.5542 5.13 6.61 1.28 2.63 588.870 1.87 123.98 17.40 7.1230 5.21 6.85 1.37 2.62 588.980 1.98 138.08 17.93 7.7001 5.28 7.08 1.46 2.62 589.090 2.09 152.72 18.43 8.2844 5.34 7.31 1.55 2.61 589.200 2.20 167.84 18.91 8.8745 5.39 7.53 1.65 2.60 589.310 2.31 183.40 19.37 9.4695 5.43 7.76 1.74 2.59 589.420 2.42 199.35 19.80 10.0684 5.46 7.98 1.84 2.57 589.530 2.53 215.64 20.21 10.6706 5.48 8.20 1.95 2.55 589.640 2.64 232.22 20.60 11.2744 5.50 8.42 2.05 2.54 589.750 2.75 249.03 20.96 11.8792 5.50 8.64 2.16 2.51 589.860 2.86 266.02 21.31 12.4839 5.50 8.86 2.27 2.49 589.970 2.97 283.13 21.63 13.0877 5.48 9.08 2.39 2.47 590.080 3.08 300.31 21.94 13.6899 5.46 9.30 2.51 2.44 590.190 3.19 317.49 22.22 14.2888 5.43 9.52 2.63 2.41 590.300 3.30 334.61 22.48 14.8838 5.39 9.75 2.76 2.38 590.410 3.41 351.61 22.72 15.4739 5.34 9.97 2.90 2.35 590.520 3.52 368.43 22.94 16.0582 5.28 10.20 3.04 2.32 590.630 3.63 384.97 23.14 16.6353 5.21 10.43 3.19 2.28 590.740 3.74 401.19 23.32 17.2041 5.13 10.66 3.35 2.25 590.850 3.85 416.99 23.47 17.7636 5.04 10.90 3.52 2.20 590.960 3.96 432.31 23.61 18.3128 4.94 11.15 3.71 2.16 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Chn-Circular Page 8.02 Name.... CHN-CIR - 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Solution to Mannings Open Channel Flow Equation (Computed values are based on normal depth.) CIRCULAR CROSS SECTION Slope = .022000 ft/ft Mannings n = 0.01300 Invert Elev. = 587.00 ft Top of Channel = 592.50 ft Diameter = 66.00 in Elev. Depth Flow Vel. Area Top W. Wet.P. Hd Froude (ft) (ft) (cfs) (ft/sec) (sq.ft) (ft) (ft) (ft) No. -------- ------- ------ ------- ------- ------ ------ ----- ------ 591.070 4.07 447.05 23.72 18.8499 4.82 11.39 3.91 2.12 591.180 4.18 461.11 23.80 19.3737 4.70 11.65 4.12 2.07 591.290 4.29 474.41 23.86 19.8828 4.56 11.91 4.36 2.01 591.400 4.40 486.84 23.89 20.3757 4.40 12.18 4.63 1.96 591.510 4.51 498.26 23.90 20.8503 4.23 12.46 4.93 1.90 591.620 4.62 508.55 23.87 21.3046 4.03 12.75 5.28 1.83 591.730 4.73 517.54 23.81 21.7365 3.82 13.06 5.69 1.76 591.840 4.84 525.05 23.71 22.1435 3.57 13.39 6.19 1.68 591.950 4.95 530.83 23.57 22.5219 3.30 13.74 6.82 1.59 592.060 5.06 534.55 23.38 22.8679 2.98 14.12 7.66 1.49 592.160 5.16 535.76 23.14 23.1503 2.65 14.52 8.74 1.38 592.170 5.17 535.75 23.12 23.1763 2.61 14.56 8.87 1.37 592.280 5.28 533.61 22.77 23.4396 2.16 15.06 10.87 1.22 592.390 5.39 526.29 22.26 23.6449 1.54 15.72 15.35 1.00 592.500 5.50 498.06 20.96 23.7583 .00 17.28 **** **** S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Channel Equations Page 8.03 Name.... CHN-CIR - 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW SOLUTION TO MANNINGS OPEN CHANNEL FLOW EQUATION (Computed values are based on normal depth.) Q = (k/n) * A * (R**2/3) * (S**1/2) where: English Units SI units ------------- --------- Q = Channel flow cfs cms k = Mannings constant 1.485919 1.0 n = Mannings n no units no units R = Hydraulic radius, A/WP ft m A = X-section flow area sq.ft. sq.m. WP = Wetted perimeter ft m S = Slope ft/ft m/m ADDITIONAL OUTPUT VARIABLES: Vel= Q/A Hd = A/TpW F = Vel / (g * Hd)**1/2 where: English Units SI units ------------- --------- Vel= Velocity ft/sec m/sec Q = Channel flow cfs cms A = X-section flow area sq.ft. sq.m. Hd = Hydraulic depth ft m TpW= Top width for flow area ft m g = Acceleration of gravity ft/sec**2 m/sec**2 F = Froude No. no units no units (Subcritical: F < 1; Critical: F = 1; Supercritical: F > 1) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Chn-Trapz. Page 8.04 Name.... CHN-TRAPZ - 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Solution to Mannings Open Channel Flow Equation (Computed values are based on normal depth.) TRAPEZOIDAL CROSS SECTION Slope = .002000 ft/ft Mannings n = 0.05000 Invert Elev. = 573.00 ft Top of Channel = 593.00 ft Base width = 15.00 ft Rt Side slope = 2.000 horizontal :1 vert. Lt Side slope = 2.000 horizontal :1 vert. Elev. Depth Flow Vel. Area Top W. Wet.P. Hd Froude (ft) (ft) (cfs) (ft/sec) (sq.ft) (ft) (ft) (ft) No. -------- ------- ------ ------- ------- ------ ------ ----- ------ 573.000 .00 .00 .00 .0000 .00 .00 .00 0.00 573.010 .01 .01 .06 .1503 15.04 15.04 .01 0.11 573.400 .40 4.38 .69 6.3204 16.60 16.79 .38 0.20 573.800 .80 14.11 1.06 13.2798 18.20 18.58 .73 0.22 574.200 1.20 28.22 1.35 20.8802 19.80 20.37 1.05 0.23 574.600 1.60 46.44 1.59 29.1195 21.40 22.16 1.36 0.24 575.000 2.00 68.71 1.81 38.0000 23.00 23.94 1.65 0.25 575.400 2.40 95.06 2.00 47.5206 24.60 25.73 1.93 0.25 575.800 2.80 125.54 2.18 57.6797 26.20 27.52 2.20 0.26 576.200 3.20 160.25 2.34 68.4803 27.80 29.31 2.46 0.26 576.600 3.60 199.28 2.49 79.9193 29.40 31.10 2.72 0.27 577.000 4.00 242.75 2.64 92.0000 31.00 32.89 2.97 0.27 577.400 4.40 290.78 2.78 104.7208 32.60 34.68 3.21 0.27 577.800 4.80 343.48 2.91 118.0796 34.20 36.47 3.45 0.28 578.200 5.20 401.00 3.04 132.0804 35.80 38.26 3.69 0.28 578.600 5.60 463.44 3.16 146.7191 37.40 40.04 3.92 0.28 579.000 6.00 530.95 3.28 162.0000 39.00 41.83 4.15 0.28 579.400 6.40 603.65 3.39 177.9210 40.60 43.62 4.38 0.29 579.800 6.80 681.65 3.50 194.4795 42.20 45.41 4.61 0.29 580.200 7.20 765.10 3.61 211.6805 43.80 47.20 4.83 0.29 580.600 7.60 854.10 3.72 229.5189 45.40 48.99 5.06 0.29 581.000 8.00 948.81 3.83 248.0000 47.00 50.78 5.28 0.29 581.400 8.40 1049.34 3.93 267.1212 48.60 52.57 5.50 0.30 581.800 8.80 1155.80 4.03 286.8794 50.20 54.35 5.71 0.30 582.200 9.20 1268.33 4.13 307.2806 51.80 56.14 5.93 0.30 582.600 9.60 1387.03 4.22 328.3187 53.40 57.93 6.15 0.30 583.000 10.00 1512.05 4.32 350.0000 55.00 59.72 6.36 0.30 583.400 10.40 1643.51 4.41 372.3214 56.60 61.51 6.58 0.30 583.800 10.80 1781.49 4.51 395.2793 58.20 63.30 6.79 0.30 584.200 11.20 1926.15 4.60 418.8807 59.80 65.09 7.00 0.31 584.600 11.60 2077.58 4.69 443.1185 61.40 66.88 7.22 0.31 585.000 12.00 2235.92 4.78 468.0000 63.00 68.67 7.43 0.31 585.400 12.40 2401.29 4.87 493.5216 64.60 70.45 7.64 0.31 585.800 12.80 2573.76 4.95 519.6792 66.20 72.24 7.85 0.31 586.200 13.20 2753.50 5.04 546.4808 67.80 74.03 8.06 0.31 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Chn-Trapz. Page 8.05 Name.... CHN-TRAPZ - 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Solution to Mannings Open Channel Flow Equation (Computed values are based on normal depth.) TRAPEZOIDAL CROSS SECTION Slope = .002000 ft/ft Mannings n = 0.05000 Invert Elev. = 573.00 ft Top of Channel = 593.00 ft Base width = 15.00 ft Rt Side slope = 2.000 horizontal :1 vert. Lt Side slope = 2.000 horizontal :1 vert. Elev. Depth Flow Vel. Area Top W. Wet.P. Hd Froude (ft) (ft) (cfs) (ft/sec) (sq.ft) (ft) (ft) (ft) No. -------- ------- ------ ------- ------- ------ ------ ----- ------ 586.600 13.60 2940.57 5.12 573.9183 69.40 75.82 8.27 0.31 587.000 14.00 3135.13 5.21 602.0000 71.00 77.61 8.48 0.32 587.400 14.40 3337.29 5.29 630.7218 72.60 79.40 8.69 0.32 587.800 14.80 3547.10 5.37 660.0791 74.20 81.19 8.90 0.32 588.200 15.20 3764.76 5.46 690.0809 75.80 82.98 9.10 0.32 588.600 15.60 3990.29 5.54 720.7181 77.40 84.77 9.31 0.32 589.000 16.00 4223.88 5.62 752.0000 79.00 86.55 9.52 0.32 589.400 16.40 4465.60 5.70 783.9220 80.60 88.34 9.73 0.32 589.800 16.80 4715.52 5.78 816.4790 82.20 90.13 9.93 0.32 590.200 17.20 4973.83 5.85 849.6810 83.80 91.92 10.14 0.32 590.600 17.60 5240.55 5.93 883.5179 85.40 93.71 10.35 0.33 591.000 18.00 5515.87 6.01 918.0000 87.00 95.50 10.55 0.33 591.400 18.40 5799.85 6.09 953.1222 88.60 97.29 10.76 0.33 591.800 18.80 6092.55 6.16 988.8789 90.20 99.08 10.96 0.33 592.200 19.20 6394.18 6.24 1025.2810 91.80 100.87 11.17 0.33 592.600 19.60 6704.73 6.31 1062.3180 93.40 102.65 11.37 0.33 593.000 20.00 7024.40 6.39 1100.0000 95.00 104.44 11.58 0.33 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Channel Equations Page 8.06 Name.... CHN-TRAPZ - 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW SOLUTION TO MANNINGS OPEN CHANNEL FLOW EQUATION (Computed values are based on normal depth.) Q = (k/n) * A * (R**2/3) * (S**1/2) where: English Units SI units ------------- --------- Q = Channel flow cfs cms k = Mannings constant 1.485919 1.0 n = Mannings n no units no units R = Hydraulic radius, A/WP ft m A = X-section flow area sq.ft. sq.m. WP = Wetted perimeter ft m S = Slope ft/ft m/m ADDITIONAL OUTPUT VARIABLES: Vel= Q/A Hd = A/TpW F = Vel / (g * Hd)**1/2 where: English Units SI units ------------- --------- Vel= Velocity ft/sec m/sec Q = Channel flow cfs cms A = X-section flow area sq.ft. sq.m. Hd = Hydraulic depth ft m TpW= Top width for flow area ft m g = Acceleration of gravity ft/sec**2 m/sec**2 F = Froude No. no units no units (Subcritical: F < 1; Critical: F = 1; Supercritical: F > 1) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.01 Name.... REACH 10 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J2 15-Yr Outflow HYG file = NONE STORED - REACH 10 15-Yr Reach Link Data = REACH 10 Reach Length = 675.00 ft Approx. Total Tt = .0124 hrs (based on Wtd.Q = 74.67 cfs) Reach Channel = Chn-Cir - 1 (Chn-Circular) Overflow Elev. = 592.16 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 587.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 587.00 .00 0 0 .00 .00 .00 587.11 .33 77 1039 .00 .33 1.18 587.22 1.48 215 1455 .00 1.48 3.87 587.33 3.53 393 1763 .00 3.53 7.89 587.44 6.50 601 2014 .00 6.50 13.17 587.55 10.40 835 2227 .00 10.40 19.67 587.66 15.23 1090 2413 .00 15.23 27.34 587.77 20.99 1365 2576 .00 20.99 36.15 587.88 27.65 1656 2722 .00 27.65 46.06 587.99 35.20 1963 2853 .00 35.20 57.01 588.10 43.61 2283 2970 .00 43.61 68.98 588.21 52.86 2616 3076 .00 52.86 81.93 588.32 62.91 2960 3171 .00 62.91 95.79 588.43 73.73 3313 3257 .00 73.73 110.54 588.54 85.28 3676 3334 .00 85.28 126.12 588.65 97.54 4046 3403 .00 97.54 142.50 588.76 110.45 4424 3464 .00 110.45 159.60 588.87 123.98 4808 3517 .00 123.98 177.40 588.98 138.08 5198 3564 .00 138.08 195.83 589.09 152.72 5592 3604 .00 152.72 214.85 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.02 Name.... REACH 10 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J2 15-Yr Outflow HYG file = NONE STORED - REACH 10 15-Yr Reach Link Data = REACH 10 Reach Length = 675.00 ft Approx. Total Tt = .0124 hrs (based on Wtd.Q = 74.67 cfs) Reach Channel = Chn-Cir - 1 (Chn-Circular) Overflow Elev. = 592.16 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 587.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 589.20 167.84 5990 3637 .00 167.84 234.40 589.31 183.40 6392 3665 .00 183.40 254.42 589.42 199.35 6796 3686 .00 199.35 274.86 589.53 215.64 7203 3701 .00 215.64 295.67 589.64 232.22 7610 3710 .00 232.22 316.78 589.75 249.03 8018 3713 .00 249.03 338.12 589.86 266.02 8427 3713 .00 266.02 359.65 589.97 283.13 8834 3713 .00 283.13 381.29 590.08 300.31 9241 3713 .00 300.31 402.99 590.19 317.49 9645 3713 .00 317.49 424.66 590.30 334.61 10047 3713 .00 334.61 446.24 590.41 351.61 10445 3713 .00 351.61 467.66 590.52 368.43 10839 3713 .00 368.43 488.86 590.63 384.97 11229 3713 .00 384.97 509.74 590.74 401.19 11613 3713 .00 401.19 530.22 590.85 416.99 11990 3713 .00 416.99 550.22 590.96 432.31 12361 3713 .00 432.31 569.66 591.07 447.05 12724 3713 .00 447.05 588.42 591.18 461.11 13077 3713 .00 461.11 606.41 591.29 474.41 13421 3713 .00 474.41 623.53 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.03 Name.... REACH 10 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J2 15-Yr Outflow HYG file = NONE STORED - REACH 10 15-Yr Reach Link Data = REACH 10 Reach Length = 675.00 ft Approx. Total Tt = .0124 hrs (based on Wtd.Q = 74.67 cfs) Reach Channel = Chn-Cir - 1 (Chn-Circular) Overflow Elev. = 592.16 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 587.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 591.40 486.84 13754 3713 .00 486.84 639.66 591.51 498.26 14074 3713 .00 498.26 654.64 591.62 508.55 14381 3713 .00 508.55 668.33 591.73 517.54 14672 3713 .00 517.54 680.57 591.84 525.05 14947 3713 .00 525.05 691.13 591.95 530.83 15202 3713 .00 530.83 699.74 592.06 534.55 15436 3713 .00 534.55 706.06 592.16 535.76 15626 3713 .00 535.76 709.39 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.04 Name.... REACH 10 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J2 15-Yr Outflow HYG file = NONE STORED - REACH 10 15-Yr Reach Link Data = REACH 10 Reach Length = 675.00 ft Approx. Total Tt = .0124 hrs (based on Wtd.Q = 74.67 cfs) Reach Channel = Chn-Cir - 1 (Chn-Circular) Overflow Elev. = 592.16 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 587.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 132.89 cfs at 12.6500 hrs Peak Outflow = 132.88 cfs at 12.6500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 1883216 - Infiltration = 0 - HYG Vol OUT = 1883215 - Retained Vol = 0 ---------- Unrouted Vol = -1 cu.ft (.000% of Inflow Volume) WARNING: For weighted average inflow, the approximate total travel time through entire reach is shorter than the inflow hydrograph time step. Consider reducing calculation time step. Wtd.Avg.Q = 74.67 cfs Approx.Total Tt = .0124 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.05 Name.... REACH 10 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 10 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 132.88 cfs Time to Peak = 12.6500 hrs HYG Volume = 1883215 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.9000 | .00 .00 .00 .00 .00 4.1500 | .01 .01 .01 .02 .02 4.4000 | .03 .03 .04 .04 .05 4.6500 | .06 .07 .08 .09 .10 4.9000 | .11 .13 .14 .15 .17 5.1500 | .18 .20 .22 .23 .25 5.4000 | .27 .29 .31 .33 .37 5.6500 | .39 .42 .44 .47 .50 5.9000 | .52 .55 .58 .61 .64 6.1500 | .67 .71 .74 .77 .81 6.4000 | .84 .88 .91 .95 .99 6.6500 | 1.03 1.07 1.11 1.15 1.19 6.9000 | 1.23 1.28 1.32 1.36 1.41 7.1500 | 1.48 1.58 1.66 1.74 1.83 7.4000 | 1.91 1.99 2.08 2.16 2.24 7.6500 | 2.33 2.41 2.49 2.58 2.66 7.9000 | 2.74 2.83 2.91 3.00 3.08 8.1500 | 3.17 3.25 3.34 3.43 3.52 8.4000 | 3.61 3.71 3.80 3.90 4.01 8.6500 | 4.13 4.27 4.41 4.55 4.70 8.9000 | 4.85 5.01 5.16 5.32 5.49 9.1500 | 5.66 5.83 6.00 6.17 6.35 9.4000 | 6.52 6.71 6.88 7.05 7.19 9.6500 | 7.37 7.55 7.75 7.94 8.14 9.9000 | 8.34 8.54 8.75 8.96 9.19 10.1500 | 9.41 9.65 9.89 10.15 10.41 10.4000 | 10.68 10.97 11.27 11.61 11.97 10.6500 | 12.35 12.74 13.15 13.57 14.02 10.9000 | 14.48 14.97 15.48 16.03 16.64 11.1500 | 17.28 17.95 18.66 19.41 20.22 11.4000 | 21.10 22.09 23.16 24.31 25.61 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.06 Name.... REACH 10 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.6500 | 27.19 29.25 32.06 36.13 42.12 11.9000 | 50.90 63.40 77.88 88.74 96.19 12.1500 | 103.55 110.33 116.20 121.03 124.84 12.4000 | 127.73 129.83 131.28 132.21 132.71 12.6500 | 132.88 132.77 132.44 131.92 131.24 12.9000 | 130.44 129.53 128.53 127.46 126.32 13.1500 | 125.13 123.89 122.61 121.29 119.94 13.4000 | 118.55 117.14 115.71 114.25 112.78 13.6500 | 111.29 109.78 108.25 106.71 105.16 13.9000 | 103.59 102.01 100.42 98.82 97.20 14.1500 | 95.58 93.95 92.31 90.65 88.99 14.4000 | 87.32 85.64 83.96 81.30 77.23 14.6500 | 72.92 68.95 65.32 62.01 58.97 14.9000 | 56.18 53.61 51.24 49.07 47.05 15.1500 | 45.17 43.45 41.84 40.34 38.92 15.4000 | 37.62 36.42 35.28 34.20 33.17 15.6500 | 32.21 31.32 30.49 29.69 28.93 15.9000 | 28.20 27.51 26.84 26.22 25.63 16.1500 | 25.08 24.54 24.03 23.53 23.05 16.4000 | 22.59 22.15 21.73 21.33 20.95 16.6500 | 20.59 20.26 19.95 19.64 19.35 16.9000 | 19.07 18.80 18.54 18.28 18.04 17.1500 | 17.81 17.58 17.37 17.16 16.95 17.4000 | 16.76 16.57 16.38 16.21 16.03 17.6500 | 15.87 15.72 15.57 15.43 15.29 17.9000 | 15.16 15.02 14.89 14.76 14.64 18.1500 | 14.51 14.39 14.27 14.15 14.04 18.4000 | 13.92 13.81 13.70 13.59 13.48 18.6500 | 13.38 13.27 13.17 13.06 12.96 18.9000 | 12.86 12.76 12.66 12.57 12.47 19.1500 | 12.37 12.28 12.18 12.09 11.99 19.4000 | 11.90 11.81 11.72 11.63 11.54 19.6500 | 11.45 11.36 11.28 11.20 11.12 19.9000 | 11.04 10.96 10.88 10.80 10.72 20.1500 | 10.64 10.56 10.48 10.40 10.33 20.4000 | 10.25 10.18 10.10 10.03 9.96 20.6500 | 9.90 9.83 9.77 9.70 9.64 20.9000 | 9.59 9.53 9.48 9.42 9.37 21.1500 | 9.32 9.27 9.23 9.18 9.14 21.4000 | 9.09 9.05 9.01 8.97 8.93 21.6500 | 8.90 8.86 8.82 8.79 8.75 21.9000 | 8.72 8.69 8.66 8.63 8.60 22.1500 | 8.57 8.54 8.51 8.48 8.45 22.4000 | 8.43 8.40 8.37 8.35 8.32 22.6500 | 8.30 8.27 8.25 8.23 8.20 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.07 Name.... REACH 10 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.9000 | 8.18 8.16 8.14 8.11 8.09 23.1500 | 8.07 8.05 8.03 8.01 7.99 23.4000 | 7.97 7.95 7.93 7.91 7.89 23.6500 | 7.87 7.85 7.83 7.81 7.79 23.9000 | 7.77 7.75 7.73 7.71 7.69 24.1500 | 7.65 7.59 7.51 7.40 7.27 24.4000 | 7.12 6.93 6.73 6.54 6.35 24.6500 | 6.14 5.94 5.74 5.54 5.34 24.9000 | 5.15 4.96 4.78 4.60 4.43 25.1500 | 4.27 4.11 3.97 3.86 3.74 25.4000 | 3.63 3.53 3.43 3.33 3.23 25.6500 | 3.14 3.05 2.96 2.87 2.78 25.9000 | 2.70 2.62 2.54 2.47 2.40 26.1500 | 2.33 2.26 2.19 2.13 2.06 26.4000 | 2.00 1.94 1.89 1.83 1.78 26.6500 | 1.72 1.67 1.62 1.58 1.53 26.9000 | 1.49 1.45 1.42 1.39 1.37 27.1500 | 1.35 1.32 1.30 1.28 1.26 27.4000 | 1.24 1.22 1.20 1.18 1.16 27.6500 | 1.14 1.12 1.10 1.09 1.07 27.9000 | 1.05 1.03 1.02 1.00 .98 28.1500 | .97 .95 .94 .92 .91 28.4000 | .89 .88 .86 .85 .83 28.6500 | .82 .81 .79 .78 .77 28.9000 | .76 .74 .73 .72 .71 29.1500 | .70 .68 .67 .66 .65 29.4000 | .64 .63 .62 .61 .60 29.6500 | .59 .58 .57 .56 .55 29.9000 | .54 .53 .53 .52 .51 30.1500 | .50 .49 .48 .48 .47 30.4000 | .46 .45 .45 .44 .43 30.6500 | .42 .42 .41 .40 .40 30.9000 | .39 .38 .38 .37 .37 31.1500 | .36 .35 .35 .34 .34 31.4000 | .33 .33 .32 .32 .31 31.6500 | .31 .30 .30 .29 .29 31.9000 | .28 .28 .27 .27 .27 32.1500 | .26 .26 .25 .25 .24 32.4000 | .24 .24 .23 .23 .23 32.6500 | .22 .22 .21 .21 .21 32.9000 | .20 .20 .20 .19 .19 33.1500 | .19 .18 .18 .18 .18 33.4000 | .17 .17 .17 .16 .16 33.6500 | .16 .16 .15 .15 .15 33.9000 | .15 .14 .14 .14 .14 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.08 Name.... REACH 10 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.1500 | .14 .13 .13 .13 .13 34.4000 | .12 .12 .12 .12 .12 34.6500 | .11 .11 .11 .11 .11 34.9000 | .11 .10 .10 .10 .10 35.1500 | .10 .10 .09 .09 .09 35.4000 | .09 .09 .09 .09 .08 35.6500 | .08 .08 .08 .08 .08 35.9000 | .08 .07 .07 .07 .07 36.1500 | .07 .07 .07 .07 .07 36.4000 | .06 .06 .06 .06 .06 36.6500 | .06 .06 .06 .06 .06 36.9000 | .05 .05 .05 .05 .05 37.1500 | .05 .05 .05 .05 .05 37.4000 | .05 .05 .04 .04 .04 37.6500 | .04 .04 .04 .04 .04 37.9000 | .04 .04 .04 .04 .04 38.1500 | .04 .04 .03 .03 .03 38.4000 | .03 .03 .03 .03 .03 38.6500 | .03 .03 .03 .03 .03 38.9000 | .03 .03 .03 .03 .03 39.1500 | .03 .03 .03 .02 .02 39.4000 | .02 .02 .02 .02 .02 39.6500 | .02 .02 .02 .02 .02 39.9000 | .02 .02 .02 .02 .02 40.1500 | .02 .02 .02 .02 .02 40.4000 | .02 .02 .02 .02 .02 40.6500 | .02 .02 .02 .02 .01 40.9000 | .01 .01 .01 .01 .01 41.1500 | .01 .01 .01 .01 .01 41.4000 | .01 .01 .01 .01 .01 41.6500 | .01 .01 .01 .01 .01 41.9000 | .01 .01 .01 .01 .01 42.1500 | .01 .01 .01 .01 .01 42.4000 | .01 .01 .01 .01 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .01 44.1500 | .00 .00 .00 .00 .00 44.4000 | .00 .00 .00 .00 .00 44.6500 | .00 .00 .00 .00 .00 44.9000 | .00 .00 .00 .00 .00 45.1500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.09 Name.... REACH 10 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.4000 | .00 .00 .00 .00 .00 45.6500 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.10 Name.... REACH 10 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J2 25-yr Outflow HYG file = NONE STORED - REACH 10 25-yr Reach Link Data = REACH 10 Reach Length = 675.00 ft Approx. Total Tt = .0122 hrs (based on Wtd.Q = 80.07 cfs) Reach Channel = Chn-Cir - 1 (Chn-Circular) Overflow Elev. = 592.16 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 587.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 140.80 cfs at 12.6500 hrs Peak Outflow = 140.74 cfs at 12.6500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 2110362 - Infiltration = 0 - HYG Vol OUT = 2110361 - Retained Vol = 0 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) WARNING: For weighted average inflow, the approximate total travel time through entire reach is shorter than the inflow hydrograph time step. Consider reducing calculation time step. Wtd.Avg.Q = 80.07 cfs Approx.Total Tt = .0122 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.11 Name.... REACH 10 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 10 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 140.74 cfs Time to Peak = 12.6500 hrs HYG Volume = 2110361 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6000 | .00 .00 .00 .00 .00 3.8500 | .01 .01 .01 .02 .02 4.1000 | .03 .03 .04 .05 .06 4.3500 | .07 .08 .09 .10 .11 4.6000 | .12 .14 .15 .17 .18 4.8500 | .20 .22 .23 .25 .27 5.1000 | .30 .32 .34 .38 .40 5.3500 | .43 .46 .49 .51 .54 5.6000 | .58 .61 .64 .67 .71 5.8500 | .74 .78 .81 .85 .89 6.1000 | .93 .97 1.01 1.05 1.09 6.3500 | 1.13 1.18 1.22 1.27 1.31 6.6000 | 1.36 1.41 1.49 1.59 1.68 6.8500 | 1.76 1.85 1.94 2.03 2.12 7.1000 | 2.21 2.29 2.38 2.47 2.56 7.3500 | 2.65 2.74 2.83 2.92 3.01 7.6000 | 3.11 3.20 3.29 3.38 3.47 7.8500 | 3.57 3.66 3.76 3.85 3.94 8.1000 | 4.04 4.16 4.28 4.40 4.52 8.3500 | 4.64 4.76 4.89 5.02 5.15 8.6000 | 5.29 5.43 5.58 5.73 5.88 8.8500 | 6.04 6.20 6.36 6.54 6.72 9.1000 | 6.90 7.07 7.24 7.44 7.65 9.3500 | 7.88 8.10 8.32 8.54 8.75 9.6000 | 8.96 9.17 9.38 9.58 9.79 9.8500 | 10.00 10.21 10.43 10.65 10.88 10.1000 | 11.11 11.37 11.64 11.94 12.25 10.3500 | 12.57 12.90 13.25 13.61 13.99 10.6000 | 14.38 14.79 15.21 15.66 16.14 10.8500 | 16.67 17.23 17.81 18.42 19.06 11.1000 | 19.73 20.43 21.19 22.02 22.91 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.12 Name.... REACH 10 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.3500 | 23.86 24.87 25.97 27.19 28.54 11.6000 | 30.05 31.86 34.23 37.50 42.21 11.8500 | 49.18 59.34 73.70 85.78 93.42 12.1000 | 101.37 109.19 116.40 122.62 127.75 12.3500 | 131.81 134.92 137.20 138.80 139.85 12.6000 | 140.47 140.74 140.73 140.48 140.04 12.8500 | 139.45 138.71 137.87 136.94 135.93 13.1000 | 134.85 133.72 132.54 131.32 130.05 13.3500 | 128.76 127.43 126.07 124.69 123.28 13.6000 | 121.85 120.41 118.94 117.47 115.97 13.8500 | 114.46 112.93 111.40 109.85 108.28 14.1000 | 106.71 105.12 103.53 101.92 100.30 14.3500 | 98.68 97.05 95.41 93.77 92.13 14.6000 | 90.47 88.82 87.16 85.50 83.83 14.8500 | 81.10 76.99 72.76 68.86 65.30 15.1000 | 62.05 59.06 56.32 53.79 51.46 15.3500 | 49.32 47.33 45.47 43.76 42.18 15.6000 | 40.69 39.29 37.99 36.79 35.66 15.8500 | 34.58 33.56 32.60 31.70 30.86 16.1000 | 30.07 29.30 28.57 27.87 27.21 16.3500 | 26.57 25.98 25.44 24.91 24.41 16.6000 | 23.94 23.48 23.04 22.63 22.23 16.8500 | 21.85 21.49 21.14 20.81 20.52 17.1000 | 20.23 19.96 19.69 19.44 19.19 17.3500 | 18.95 18.72 18.50 18.29 18.08 17.6000 | 17.88 17.68 17.49 17.31 17.13 17.8500 | 16.95 16.79 16.62 16.46 16.30 18.1000 | 16.15 16.00 15.86 15.73 15.60 18.3500 | 15.47 15.35 15.22 15.10 14.98 18.6000 | 14.86 14.75 14.63 14.52 14.40 18.8500 | 14.29 14.18 14.07 13.96 13.85 19.1000 | 13.75 13.64 13.54 13.43 13.33 19.3500 | 13.23 13.12 13.02 12.92 12.82 19.6000 | 12.72 12.62 12.52 12.43 12.33 19.8500 | 12.23 12.13 12.04 11.94 11.85 20.1000 | 11.75 11.65 11.56 11.47 11.38 20.3500 | 11.29 11.21 11.14 11.06 10.98 20.6000 | 10.91 10.84 10.77 10.70 10.64 20.8500 | 10.58 10.52 10.46 10.40 10.34 21.1000 | 10.29 10.23 10.18 10.13 10.09 21.3500 | 10.04 9.99 9.95 9.90 9.86 21.6000 | 9.82 9.78 9.74 9.70 9.67 21.8500 | 9.63 9.59 9.56 9.53 9.49 22.1000 | 9.46 9.43 9.40 9.37 9.34 22.3500 | 9.31 9.28 9.25 9.22 9.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.13 Name.... REACH 10 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6000 | 9.17 9.14 9.11 9.09 9.06 22.8500 | 9.04 9.01 8.99 8.96 8.94 23.1000 | 8.91 8.89 8.87 8.84 8.82 23.3500 | 8.80 8.78 8.76 8.73 8.71 23.6000 | 8.69 8.67 8.65 8.63 8.61 23.8500 | 8.58 8.56 8.54 8.52 8.50 24.1000 | 8.47 8.43 8.37 8.28 8.15 24.3500 | 7.99 7.80 7.58 7.36 7.14 24.6000 | 6.90 6.66 6.45 6.24 6.02 24.8500 | 5.81 5.60 5.40 5.20 5.01 25.1000 | 4.82 4.64 4.47 4.30 4.14 25.3500 | 4.00 3.88 3.76 3.65 3.55 25.6000 | 3.45 3.35 3.25 3.16 3.06 25.8500 | 2.97 2.88 2.80 2.72 2.64 26.1000 | 2.56 2.48 2.41 2.34 2.27 26.3500 | 2.20 2.14 2.08 2.01 1.95 26.6000 | 1.90 1.84 1.79 1.73 1.68 26.8500 | 1.63 1.59 1.54 1.49 1.45 27.1000 | 1.42 1.40 1.37 1.35 1.33 27.3500 | 1.31 1.28 1.26 1.24 1.22 27.6000 | 1.20 1.18 1.16 1.14 1.13 27.8500 | 1.11 1.09 1.07 1.05 1.04 28.1000 | 1.02 1.00 .99 .97 .95 28.3500 | .94 .92 .91 .89 .88 28.6000 | .86 .85 .84 .82 .81 28.8500 | .80 .78 .77 .76 .75 29.1000 | .73 .72 .71 .70 .69 29.3500 | .68 .66 .65 .64 .63 29.6000 | .62 .61 .60 .59 .58 29.8500 | .57 .56 .55 .54 .54 30.1000 | .53 .52 .51 .50 .49 30.3500 | .49 .48 .47 .46 .45 30.6000 | .45 .44 .43 .43 .42 30.8500 | .41 .40 .40 .39 .39 31.1000 | .38 .37 .37 .36 .35 31.3500 | .35 .34 .34 .33 .33 31.6000 | .32 .32 .31 .31 .30 31.8500 | .30 .29 .29 .28 .28 32.1000 | .28 .27 .27 .26 .26 32.3500 | .25 .25 .25 .24 .24 32.6000 | .23 .23 .23 .22 .22 32.8500 | .21 .21 .21 .20 .20 33.1000 | .20 .19 .19 .19 .19 33.3500 | .18 .18 .18 .17 .17 33.6000 | .17 .17 .16 .16 .16 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.14 Name.... REACH 10 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.8500 | .15 .15 .15 .15 .14 34.1000 | .14 .14 .14 .14 .13 34.3500 | .13 .13 .13 .12 .12 34.6000 | .12 .12 .12 .11 .11 34.8500 | .11 .11 .11 .11 .10 35.1000 | .10 .10 .10 .10 .10 35.3500 | .09 .09 .09 .09 .09 35.6000 | .09 .09 .08 .08 .08 35.8500 | .08 .08 .08 .08 .07 36.1000 | .07 .07 .07 .07 .07 36.3500 | .07 .07 .07 .06 .06 36.6000 | .06 .06 .06 .06 .06 36.8500 | .06 .06 .06 .05 .05 37.1000 | .05 .05 .05 .05 .05 37.3500 | .05 .05 .05 .05 .05 37.6000 | .04 .04 .04 .04 .04 37.8500 | .04 .04 .04 .04 .04 38.1000 | .04 .04 .04 .04 .04 38.3500 | .04 .03 .03 .03 .03 38.6000 | .03 .03 .03 .03 .03 38.8500 | .03 .03 .03 .03 .03 39.1000 | .03 .03 .03 .03 .03 39.3500 | .03 .02 .02 .02 .02 39.6000 | .02 .02 .02 .02 .02 39.8500 | .02 .02 .02 .02 .02 40.1000 | .02 .02 .02 .02 .02 40.3500 | .02 .02 .02 .02 .02 40.6000 | .02 .02 .02 .02 .02 40.8500 | .02 .02 .01 .01 .01 41.1000 | .01 .01 .01 .01 .01 41.3500 | .01 .01 .01 .01 .01 41.6000 | .01 .01 .01 .01 .01 41.8500 | .01 .01 .01 .01 .01 42.1000 | .01 .01 .01 .01 .01 42.3500 | .01 .01 .01 .01 .01 42.6000 | .01 .01 .01 .01 .01 42.8500 | .01 .01 .01 .01 .01 43.1000 | .01 .01 .01 .01 .01 43.3500 | .01 .01 .01 .01 .01 43.6000 | .01 .01 .01 .01 .01 43.8500 | .01 .01 .01 .01 .01 44.1000 | .01 .01 .01 .01 .00 44.3500 | .00 .00 .00 .00 .00 44.6000 | .00 .00 .00 .00 .00 44.8500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.15 Name.... REACH 10 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.1000 | .00 .00 .00 .00 .00 45.3500 | .00 .00 .00 .00 .00 45.6000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.16 Name.... REACH 10 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J2 100-yr Outflow HYG file = NONE STORED - REACH 10 100-yr Reach Link Data = REACH 10 Reach Length = 675.00 ft Approx. Total Tt = .0117 hrs (based on Wtd.Q = 92.72 cfs) Reach Channel = Chn-Cir - 1 (Chn-Circular) Overflow Elev. = 592.16 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 587.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 159.25 cfs at 12.7000 hrs Peak Outflow = 159.22 cfs at 12.7000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 2705802 - Infiltration = 0 - HYG Vol OUT = 2705802 - Retained Vol = 0 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) WARNING: For weighted average inflow, the approximate total travel time through entire reach is shorter than the inflow hydrograph time step. Consider reducing calculation time step. Wtd.Avg.Q = 92.72 cfs Approx.Total Tt = .0117 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.17 Name.... REACH 10 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 10 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 159.22 cfs Time to Peak = 12.7000 hrs HYG Volume = 2705802 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.0000 | .00 .00 .00 .00 .00 3.2500 | .01 .01 .01 .02 .02 3.5000 | .03 .04 .05 .06 .07 3.7500 | .08 .09 .10 .12 .13 4.0000 | .15 .17 .19 .21 .23 4.2500 | .25 .27 .30 .32 .35 4.5000 | .39 .42 .45 .48 .51 4.7500 | .55 .58 .62 .65 .69 5.0000 | .73 .77 .81 .85 .90 5.2500 | .94 .99 1.03 1.08 1.13 5.5000 | 1.18 1.23 1.28 1.33 1.38 5.7500 | 1.46 1.57 1.67 1.77 1.87 6.0000 | 1.97 2.07 2.18 2.28 2.38 6.2500 | 2.49 2.59 2.69 2.80 2.90 6.5000 | 3.01 3.12 3.22 3.33 3.44 6.7500 | 3.55 3.66 3.77 3.88 3.99 7.0000 | 4.12 4.26 4.40 4.54 4.68 7.2500 | 4.81 4.95 5.09 5.22 5.36 7.5000 | 5.50 5.63 5.77 5.90 6.03 7.7500 | 6.17 6.30 6.43 6.57 6.71 8.0000 | 6.84 6.97 7.09 7.21 7.35 8.2500 | 7.50 7.65 7.82 7.98 8.15 8.5000 | 8.32 8.50 8.68 8.87 9.07 8.7500 | 9.27 9.48 9.70 9.92 10.15 9.0000 | 10.38 10.62 10.87 11.12 11.39 9.2500 | 11.67 11.96 12.26 12.55 12.84 9.5000 | 13.12 13.40 13.68 13.95 14.21 9.7500 | 14.47 14.74 15.00 15.27 15.55 10.0000 | 15.84 16.16 16.50 16.85 17.21 10.2500 | 17.59 17.98 18.39 18.83 19.28 10.5000 | 19.75 20.24 20.76 21.32 21.93 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.18 Name.... REACH 10 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 22.56 23.21 23.90 24.62 25.38 11.0000 | 26.18 27.05 27.98 28.95 29.98 11.2500 | 31.06 32.22 33.50 34.90 36.39 11.5000 | 38.00 39.80 41.86 44.31 47.53 11.7500 | 52.01 58.51 68.06 79.37 88.48 12.0000 | 96.09 104.71 113.78 122.65 130.77 12.2500 | 137.78 143.56 148.17 151.72 154.38 12.5000 | 156.31 157.65 158.52 159.02 159.22 12.7500 | 159.17 158.92 158.50 157.94 157.26 13.0000 | 156.49 155.63 154.71 153.72 152.68 13.2500 | 151.60 150.47 149.31 148.12 146.89 13.5000 | 145.64 144.36 143.05 141.73 140.39 13.7500 | 139.03 137.65 136.25 134.84 133.41 14.0000 | 131.96 130.51 129.03 127.55 126.05 14.2500 | 124.54 123.02 121.48 119.94 118.39 14.5000 | 116.83 115.27 113.70 112.13 110.55 14.7500 | 108.97 107.38 105.79 104.20 102.60 15.0000 | 101.01 99.41 97.80 96.20 94.59 15.2500 | 92.98 91.37 89.75 88.13 86.51 15.5000 | 84.89 83.20 80.05 75.67 71.64 15.7500 | 67.93 64.53 61.42 58.55 55.93 16.0000 | 53.49 51.23 49.16 47.23 45.42 16.2500 | 43.76 42.21 40.76 39.39 38.13 16.5000 | 36.97 35.87 34.85 33.87 32.96 16.7500 | 32.11 31.33 30.59 29.90 29.24 17.0000 | 28.62 28.02 27.46 26.92 26.42 17.2500 | 25.96 25.52 25.11 24.71 24.33 17.5000 | 23.96 23.61 23.27 22.95 22.64 17.7500 | 22.34 22.05 21.77 21.51 21.25 18.0000 | 21.00 20.77 20.55 20.34 20.13 18.2500 | 19.93 19.73 19.54 19.35 19.17 18.5000 | 18.99 18.81 18.64 18.47 18.31 18.7500 | 18.14 17.98 17.83 17.67 17.52 19.0000 | 17.37 17.22 17.08 16.93 16.79 19.2500 | 16.65 16.51 16.37 16.24 16.10 19.5000 | 15.97 15.84 15.72 15.60 15.49 19.7500 | 15.37 15.25 15.13 15.01 14.90 20.0000 | 14.78 14.66 14.55 14.43 14.31 20.2500 | 14.20 14.09 13.98 13.87 13.76 20.5000 | 13.66 13.56 13.46 13.36 13.27 20.7500 | 13.18 13.10 13.02 12.94 12.86 21.0000 | 12.78 12.71 12.64 12.58 12.51 21.2500 | 12.45 12.39 12.33 12.27 12.21 21.5000 | 12.16 12.11 12.06 12.01 11.96 21.7500 | 11.91 11.87 11.82 11.78 11.74 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.19 Name.... REACH 10 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 11.70 11.66 11.62 11.58 11.54 22.2500 | 11.51 11.47 11.43 11.40 11.37 22.5000 | 11.34 11.31 11.28 11.25 11.22 22.7500 | 11.19 11.16 11.14 11.11 11.08 23.0000 | 11.05 11.03 11.00 10.97 10.95 23.2500 | 10.92 10.90 10.87 10.84 10.82 23.5000 | 10.79 10.77 10.74 10.72 10.69 23.7500 | 10.67 10.64 10.62 10.60 10.57 24.0000 | 10.55 10.52 10.49 10.44 10.36 24.2500 | 10.25 10.09 9.89 9.65 9.39 24.5000 | 9.10 8.79 8.48 8.16 7.85 24.7500 | 7.53 7.25 6.99 6.70 6.47 25.0000 | 6.24 6.01 5.79 5.57 5.37 25.2500 | 5.17 4.97 4.79 4.61 4.43 25.5000 | 4.27 4.11 3.97 3.85 3.74 25.7500 | 3.63 3.52 3.43 3.33 3.23 26.0000 | 3.13 3.04 2.95 2.86 2.78 26.2500 | 2.70 2.62 2.54 2.47 2.39 26.5000 | 2.32 2.25 2.19 2.12 2.06 26.7500 | 2.00 1.94 1.88 1.83 1.77 27.0000 | 1.72 1.67 1.62 1.57 1.53 27.2500 | 1.48 1.45 1.41 1.39 1.37 27.5000 | 1.34 1.32 1.30 1.28 1.26 27.7500 | 1.24 1.22 1.20 1.18 1.16 28.0000 | 1.14 1.12 1.10 1.08 1.07 28.2500 | 1.05 1.03 1.02 1.00 .98 28.5000 | .97 .95 .94 .92 .90 28.7500 | .89 .88 .86 .85 .83 29.0000 | .82 .81 .79 .78 .77 29.2500 | .75 .74 .73 .72 .71 29.5000 | .69 .68 .67 .66 .65 29.7500 | .64 .63 .62 .61 .60 30.0000 | .59 .58 .57 .56 .55 30.2500 | .54 .53 .53 .52 .51 30.5000 | .50 .49 .48 .48 .47 30.7500 | .46 .45 .45 .44 .43 31.0000 | .42 .42 .41 .40 .40 31.2500 | .39 .38 .38 .37 .37 31.5000 | .36 .35 .35 .34 .34 31.7500 | .33 .33 .32 .32 .31 32.0000 | .31 .30 .30 .29 .29 32.2500 | .28 .28 .27 .27 .27 32.5000 | .26 .26 .25 .25 .24 32.7500 | .24 .24 .23 .23 .22 33.0000 | .22 .22 .21 .21 .21 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.20 Name.... REACH 10 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.2500 | .20 .20 .20 .19 .19 33.5000 | .19 .18 .18 .18 .18 33.7500 | .17 .17 .17 .16 .16 34.0000 | .16 .16 .15 .15 .15 34.2500 | .15 .14 .14 .14 .14 34.5000 | .13 .13 .13 .13 .13 34.7500 | .12 .12 .12 .12 .12 35.0000 | .11 .11 .11 .11 .11 35.2500 | .11 .10 .10 .10 .10 35.5000 | .10 .10 .09 .09 .09 35.7500 | .09 .09 .09 .09 .08 36.0000 | .08 .08 .08 .08 .08 36.2500 | .08 .07 .07 .07 .07 36.5000 | .07 .07 .07 .07 .07 36.7500 | .06 .06 .06 .06 .06 37.0000 | .06 .06 .06 .06 .06 37.2500 | .05 .05 .05 .05 .05 37.5000 | .05 .05 .05 .05 .05 37.7500 | .05 .05 .04 .04 .04 38.0000 | .04 .04 .04 .04 .04 38.2500 | .04 .04 .04 .04 .04 38.5000 | .04 .04 .03 .03 .03 38.7500 | .03 .03 .03 .03 .03 39.0000 | .03 .03 .03 .03 .03 39.2500 | .03 .03 .03 .03 .03 39.5000 | .03 .03 .03 .02 .02 39.7500 | .02 .02 .02 .02 .02 40.0000 | .02 .02 .02 .02 .02 40.2500 | .02 .02 .02 .02 .02 40.5000 | .02 .02 .02 .02 .02 40.7500 | .02 .02 .02 .02 .02 41.0000 | .02 .02 .02 .02 .01 41.2500 | .01 .01 .01 .01 .01 41.5000 | .01 .01 .01 .01 .01 41.7500 | .01 .01 .01 .01 .01 42.0000 | .01 .01 .01 .01 .01 42.2500 | .01 .01 .01 .01 .01 42.5000 | .01 .01 .01 .01 .01 42.7500 | .01 .01 .01 .01 .01 43.0000 | .01 .01 .01 .01 .01 43.2500 | .01 .01 .01 .01 .01 43.5000 | .01 .01 .01 .01 .01 43.7500 | .01 .01 .01 .01 .01 44.0000 | .01 .01 .01 .01 .01 44.2500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.21 Name.... REACH 10 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.5000 | .00 .00 .00 .00 .00 44.7500 | .00 .00 .00 .00 .00 45.0000 | .00 .00 .00 .00 .00 45.2500 | .00 .00 .00 .00 .00 45.5000 | .00 .00 .00 .00 .00 45.7500 | .00 .00 .00 .00 .00 46.0000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.22 Name.... REACH 20 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J3 15-Yr Outflow HYG file = NONE STORED - REACH 20 15-Yr Reach Link Data = REACH 20 Reach Length = 1650.00 ft Approx. Total Tt = .1451 hrs (based on Wtd.Q = 463.48 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 573.00 .00 0 0 .00 .00 .00 573.01 .01 248 24816 .00 .01 2.77 573.40 4.38 10429 27390 .00 4.38 120.25 573.80 14.11 21912 30030 .00 14.11 257.57 574.20 28.22 34452 32670 .00 28.22 411.02 574.60 46.44 48047 35310 .00 46.44 580.29 575.00 68.71 62700 37950 .00 68.71 765.38 575.40 95.06 78409 40590 .00 95.06 966.27 575.80 125.54 95171 43230 .00 125.54 1183.00 576.20 160.25 112993 45870 .00 160.25 1415.72 576.60 199.28 131867 48510 .00 199.28 1664.46 577.00 242.75 151800 51150 .00 242.75 1929.42 577.40 290.78 172789 53790 .00 290.78 2210.66 577.80 343.48 194831 56430 .00 343.48 2508.28 578.20 401.00 217933 59070 .00 401.00 2822.48 578.60 463.44 242087 61710 .00 463.44 3153.29 579.00 530.95 267300 64350 .00 530.95 3500.95 579.40 603.65 293570 66990 .00 603.65 3865.53 579.80 681.65 320891 69630 .00 681.65 4247.10 580.20 765.10 349273 72270 .00 765.10 4645.91 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.23 Name.... REACH 20 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J3 15-Yr Outflow HYG file = NONE STORED - REACH 20 15-Yr Reach Link Data = REACH 20 Reach Length = 1650.00 ft Approx. Total Tt = .1451 hrs (based on Wtd.Q = 463.48 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 580.60 854.10 378706 74910 .00 854.10 5061.95 581.00 948.81 409200 77550 .00 948.81 5495.48 581.40 1049.34 440750 80190 .00 1049.34 5946.56 581.80 1155.80 473351 82830 .00 1155.80 6415.25 582.20 1268.33 507013 85470 .00 1268.33 6901.81 582.60 1387.03 541726 88110 .00 1387.03 7406.20 583.00 1512.05 577500 90750 .00 1512.05 7928.72 583.40 1643.51 614330 93390 .00 1643.51 8469.40 583.80 1781.49 652211 96030 .00 1781.49 9028.27 584.20 1926.15 691153 98670 .00 1926.15 9605.63 584.60 2077.58 731146 101310 .00 2077.58 10201.42 585.00 2235.92 772200 103950 .00 2235.92 10815.92 585.40 2401.29 814311 106590 .00 2401.29 11449.18 585.80 2573.76 857471 109230 .00 2573.76 12101.21 586.20 2753.50 901693 111870 .00 2753.50 12772.31 586.60 2940.57 946965 114510 .00 2940.57 13462.40 587.00 3135.13 993300 117150 .00 3135.13 14171.80 587.40 3337.29 1040691 119790 .00 3337.29 14900.52 587.80 3547.10 1089131 122430 .00 3547.10 15648.55 588.20 3764.76 1138634 125070 .00 3764.76 16416.24 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.24 Name.... REACH 20 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J3 15-Yr Outflow HYG file = NONE STORED - REACH 20 15-Yr Reach Link Data = REACH 20 Reach Length = 1650.00 ft Approx. Total Tt = .1451 hrs (based on Wtd.Q = 463.48 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 588.60 3990.29 1189185 127710 .00 3990.29 17203.45 589.00 4223.88 1240800 130350 .00 4223.88 18010.54 589.40 4465.60 1293471 132990 .00 4465.60 18837.50 589.80 4715.52 1347190 135630 .00 4715.52 19684.30 590.20 4973.83 1401974 138270 .00 4973.83 20551.31 590.60 5240.55 1457805 140910 .00 5240.55 21438.38 591.00 5515.87 1514700 143550 .00 5515.87 22345.87 591.40 5799.85 1572652 146190 .00 5799.85 23273.75 591.80 6092.55 1631650 148830 .00 6092.55 24222.00 592.20 6394.18 1691714 151470 .00 6394.18 25191.00 592.60 6704.73 1752824 154110 .00 6704.73 26180.55 593.00 7024.40 1815000 156750 .00 7024.40 27191.06 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.25 Name.... REACH 20 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J3 15-Yr Outflow HYG file = NONE STORED - REACH 20 15-Yr Reach Link Data = REACH 20 Reach Length = 1650.00 ft Approx. Total Tt = .1451 hrs (based on Wtd.Q = 463.48 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 990.68 cfs at 12.7000 hrs Peak Outflow = 977.58 cfs at 12.8000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 8825538 - Infiltration = 0 - HYG Vol OUT = 8825476 - Retained Vol = 80 ---------- Unrouted Vol = 18 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.26 Name.... REACH 20 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 20 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 977.58 cfs Time to Peak = 12.8000 hrs HYG Volume = 8825476 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.9500 | .00 .00 .00 .00 .00 4.2000 | .00 .00 .00 .00 .00 4.4500 | .00 .00 .00 .00 .00 4.7000 | .00 .00 .00 .00 .00 4.9500 | .01 .01 .01 .01 .01 5.2000 | .02 .04 .05 .07 .08 5.4500 | .10 .11 .13 .14 .16 5.7000 | .18 .20 .22 .24 .26 5.9500 | .28 .30 .32 .34 .37 6.2000 | .39 .42 .44 .47 .49 6.4500 | .52 .55 .58 .61 .64 6.7000 | .67 .70 .73 .76 .80 6.9500 | .83 .87 .90 .94 .98 7.2000 | 1.02 1.06 1.11 1.16 1.21 7.4500 | 1.27 1.32 1.38 1.44 1.51 7.7000 | 1.57 1.64 1.70 1.77 1.84 7.9500 | 1.91 1.98 2.05 2.13 2.20 8.2000 | 2.28 2.35 2.43 2.51 2.59 8.4500 | 2.67 2.75 2.83 2.92 3.01 8.7000 | 3.11 3.22 3.33 3.46 3.60 8.9500 | 3.74 3.90 4.07 4.26 4.52 9.2000 | 4.92 5.32 5.73 6.14 6.57 9.4500 | 7.01 7.46 7.93 8.40 8.92 9.7000 | 9.48 10.08 10.70 11.33 11.98 9.9500 | 12.65 13.33 14.02 14.91 15.81 10.2000 | 16.70 17.60 18.50 19.41 20.35 10.4500 | 21.33 22.36 23.43 24.55 25.71 10.7000 | 26.92 28.19 29.74 31.32 32.94 10.9500 | 34.61 36.34 38.17 40.12 42.18 11.2000 | 44.36 46.69 49.40 52.21 55.17 11.4500 | 58.31 61.74 65.48 69.68 74.79 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.27 Name.... REACH 20 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.7000 | 80.88 88.24 97.79 111.74 130.87 11.9500 | 156.86 191.99 236.36 288.13 347.01 12.2000 | 413.39 485.46 560.08 634.41 707.11 12.4500 | 775.13 833.84 882.52 922.22 950.75 12.7000 | 968.52 977.33 977.58 968.99 953.54 12.9500 | 932.75 905.99 874.31 840.05 804.52 13.2000 | 767.83 731.70 696.48 663.35 631.89 13.4500 | 602.07 574.92 549.25 525.13 502.94 13.7000 | 481.92 461.99 443.70 426.35 409.87 13.9500 | 394.50 380.20 366.54 353.56 341.36 14.2000 | 330.05 319.12 308.76 298.95 289.63 14.4500 | 281.03 272.76 264.63 256.32 247.78 14.7000 | 239.32 231.15 223.19 215.55 208.27 14.9500 | 201.42 195.18 189.36 183.87 178.72 15.2000 | 173.86 169.28 164.98 160.92 157.24 15.4500 | 153.76 150.41 147.20 144.11 141.13 15.7000 | 138.27 135.52 132.87 130.33 127.90 15.9500 | 125.59 123.50 121.47 119.50 117.61 16.2000 | 115.78 114.01 112.30 110.63 109.01 16.4500 | 107.44 105.92 104.44 103.00 101.61 16.7000 | 100.28 98.99 97.76 96.57 95.42 16.9500 | 94.38 93.38 92.41 91.46 90.55 17.2000 | 89.66 88.81 87.99 87.20 86.43 17.4500 | 85.69 84.98 84.28 83.60 82.94 17.7000 | 82.30 81.68 81.07 80.48 79.90 17.9500 | 79.33 78.77 78.22 77.68 77.15 18.2000 | 76.62 76.11 75.59 75.08 74.58 18.4500 | 74.08 73.59 73.09 72.61 72.12 18.7000 | 71.64 71.16 70.68 70.20 69.73 18.9500 | 69.26 68.79 68.35 67.92 67.47 19.2000 | 67.03 66.58 66.12 65.67 65.22 19.4500 | 64.76 64.30 63.85 63.39 62.93 19.7000 | 62.48 62.02 61.57 61.12 60.67 19.9500 | 60.22 59.77 59.32 58.87 58.43 20.2000 | 57.99 57.55 57.12 56.68 56.25 20.4500 | 55.82 55.39 54.97 54.56 54.15 20.7000 | 53.76 53.38 53.01 52.65 52.31 20.9500 | 51.97 51.66 51.36 51.07 50.79 21.2000 | 50.53 50.28 50.04 49.82 49.60 21.4500 | 49.40 49.20 49.02 48.84 48.67 21.7000 | 48.50 48.34 48.19 48.04 47.90 21.9500 | 47.76 47.63 47.50 47.37 47.24 22.2000 | 47.12 47.00 46.89 46.77 46.66 22.4500 | 46.55 46.44 46.34 46.25 46.15 22.7000 | 46.05 45.95 45.86 45.76 45.66 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.28 Name.... REACH 20 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.9500 | 45.56 45.47 45.37 45.27 45.18 23.2000 | 45.08 44.99 44.89 44.80 44.71 23.4500 | 44.61 44.52 44.43 44.34 44.24 23.7000 | 44.15 44.06 43.97 43.88 43.79 23.9500 | 43.70 43.61 43.51 43.39 43.26 24.2000 | 43.08 42.86 42.56 42.18 41.70 24.4500 | 41.10 40.36 39.50 38.50 37.40 24.7000 | 36.19 34.89 33.49 32.02 30.49 24.9500 | 28.92 27.45 26.07 24.67 23.30 25.2000 | 21.95 20.63 19.35 18.12 16.94 25.4500 | 15.81 14.75 13.83 13.10 12.38 25.7000 | 11.70 11.05 10.45 9.88 9.35 25.9500 | 8.84 8.36 7.90 7.47 7.05 26.2000 | 6.66 6.29 5.94 5.61 5.29 26.4500 | 5.00 4.72 4.46 4.29 4.16 26.7000 | 4.03 3.91 3.78 3.65 3.53 26.9500 | 3.41 3.29 3.18 3.07 2.96 27.2000 | 2.86 2.76 2.66 2.57 2.49 27.4500 | 2.40 2.32 2.25 2.17 2.10 27.7000 | 2.03 1.97 1.91 1.85 1.79 27.9500 | 1.74 1.69 1.64 1.59 1.54 28.2000 | 1.50 1.46 1.42 1.38 1.35 28.4500 | 1.31 1.28 1.25 1.22 1.19 28.7000 | 1.16 1.14 1.11 1.09 1.06 28.9500 | 1.04 1.02 1.00 .98 .96 29.2000 | .94 .92 .90 .88 .87 29.4500 | .85 .83 .82 .80 .79 29.7000 | .77 .76 .74 .73 .72 29.9500 | .70 .69 .68 .67 .65 30.2000 | .64 .63 .62 .61 .60 30.4500 | .59 .58 .57 .56 .55 30.7000 | .54 .53 .52 .51 .50 30.9500 | .50 .49 .48 .47 .46 31.2000 | .45 .45 .44 .43 .42 31.4500 | .42 .41 .40 .40 .39 31.7000 | .38 .38 .37 .37 .36 31.9500 | .35 .35 .34 .34 .33 32.2000 | .33 .32 .32 .31 .31 32.4500 | .30 .30 .29 .29 .28 32.7000 | .28 .27 .27 .26 .26 32.9500 | .25 .25 .25 .24 .24 33.2000 | .23 .23 .23 .22 .22 33.4500 | .22 .21 .21 .21 .20 33.7000 | .20 .20 .19 .19 .19 33.9500 | .18 .18 .18 .17 .17 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.29 Name.... REACH 20 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.2000 | .17 .17 .16 .16 .16 34.4500 | .16 .15 .15 .15 .15 34.7000 | .14 .14 .14 .14 .13 34.9500 | .13 .13 .13 .13 .12 35.2000 | .12 .12 .12 .12 .11 35.4500 | .11 .11 .11 .11 .10 35.7000 | .10 .10 .10 .10 .10 35.9500 | .09 .09 .09 .09 .09 36.2000 | .09 .09 .08 .08 .08 36.4500 | .08 .08 .08 .08 .08 36.7000 | .07 .07 .07 .07 .07 36.9500 | .07 .07 .07 .06 .06 37.2000 | .06 .06 .06 .06 .06 37.4500 | .06 .06 .06 .06 .05 37.7000 | .05 .05 .05 .05 .05 37.9500 | .05 .05 .05 .05 .05 38.2000 | .05 .04 .04 .04 .04 38.4500 | .04 .04 .04 .04 .04 38.7000 | .04 .04 .04 .04 .04 38.9500 | .04 .03 .03 .03 .03 39.2000 | .03 .03 .03 .03 .03 39.4500 | .03 .03 .03 .03 .03 39.7000 | .03 .03 .03 .03 .03 39.9500 | .03 .02 .02 .02 .02 40.2000 | .02 .02 .02 .02 .02 40.4500 | .02 .02 .02 .02 .02 40.7000 | .02 .02 .02 .02 .02 40.9500 | .02 .02 .02 .02 .02 41.2000 | .02 .02 .02 .02 .02 41.4500 | .02 .02 .01 .01 .01 41.7000 | .01 .01 .01 .01 .01 41.9500 | .01 .01 .01 .01 .01 42.2000 | .01 .01 .01 .01 .01 42.4500 | .01 .01 .01 .01 .01 42.7000 | .01 .01 .01 .01 .01 42.9500 | .01 .01 .01 .01 .01 43.2000 | .01 .01 .01 .01 .01 43.4500 | .01 .01 .01 .01 .01 43.7000 | .01 .01 .01 .01 .01 43.9500 | .01 .01 .01 .01 .01 44.2000 | .01 .01 .01 .01 .01 44.4500 | .01 .01 .01 .01 .01 44.7000 | .01 .01 .01 .01 .01 44.9500 | .01 .01 .01 .01 .01 45.2000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.30 Name.... REACH 20 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.4500 | .01 .01 .01 .01 .01 45.7000 | .01 .01 .01 .01 .01 45.9500 | .01 .01 .01 .01 .01 46.2000 | .01 .01 .01 .01 .01 46.4500 | .01 .01 .01 .01 .01 46.7000 | .01 .01 .01 .01 .01 46.9500 | .01 .01 .01 .01 .01 47.2000 | .01 .01 .01 .01 .01 47.4500 | .01 .01 .01 .01 .01 47.7000 | .01 .01 .01 .01 .01 47.9500 | .01 .01 .01 .01 .01 48.2000 | .01 .01 .01 .01 .01 48.4500 | .01 .01 .01 .01 .01 48.7000 | .01 .01 .01 .01 .01 48.9500 | .01 .01 .01 .00 .00 49.2000 | .00 .00 .00 .00 .00 49.4500 | .00 .00 .00 .00 .00 49.7000 | .00 .00 .00 .00 .00 49.9500 | .00 .00 .00 .00 .00 50.2000 | .00 .00 .00 .00 .00 50.4500 | .00 .00 .00 .00 .00 50.7000 | .00 .00 .00 .00 .00 50.9500 | .00 .00 .00 .00 .00 51.2000 | .00 .00 .00 .00 .00 51.4500 | .00 .00 .00 .00 .00 51.7000 | .00 .00 .00 .00 .00 51.9500 | .00 .00 .00 .00 .00 52.2000 | .00 .00 .00 .00 .00 52.4500 | .00 .00 .00 .00 .00 52.7000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.31 Name.... REACH 20 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J3 25-yr Outflow HYG file = NONE STORED - REACH 20 25-yr Reach Link Data = REACH 20 Reach Length = 1650.00 ft Approx. Total Tt = .1400 hrs (based on Wtd.Q = 529.08 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1137.12 cfs at 12.6500 hrs Peak Outflow = 1123.09 cfs at 12.7500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 10136100 - Infiltration = 0 - HYG Vol OUT = 10136040 - Retained Vol = 80 ---------- Unrouted Vol = 14 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.32 Name.... REACH 20 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 20 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1123.09 cfs Time to Peak = 12.7500 hrs HYG Volume = 10136040 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6500 | .00 .00 .00 .00 .00 3.9000 | .00 .00 .00 .00 .00 4.1500 | .00 .00 .00 .00 .00 4.4000 | .00 .00 .00 .00 .01 4.6500 | .01 .01 .01 .01 .02 4.9000 | .03 .05 .06 .08 .09 5.1500 | .11 .12 .14 .16 .18 5.4000 | .20 .22 .24 .26 .28 5.6500 | .31 .33 .35 .38 .41 5.9000 | .43 .46 .49 .51 .54 6.1500 | .57 .60 .64 .67 .70 6.4000 | .74 .77 .81 .84 .88 6.6500 | .92 .96 1.00 1.05 1.10 6.9000 | 1.15 1.21 1.26 1.32 1.39 7.1500 | 1.45 1.52 1.58 1.65 1.72 7.4000 | 1.80 1.87 1.95 2.02 2.10 7.6500 | 2.18 2.26 2.34 2.42 2.50 7.9000 | 2.58 2.67 2.75 2.84 2.93 8.1500 | 3.02 3.12 3.22 3.33 3.45 8.4000 | 3.58 3.71 3.85 4.01 4.17 8.6500 | 4.34 4.67 5.03 5.39 5.76 8.9000 | 6.14 6.54 6.94 7.36 7.80 9.1500 | 8.26 8.74 9.27 9.85 10.47 9.4000 | 11.11 11.77 12.45 13.15 13.86 9.6500 | 14.73 15.65 16.56 17.45 18.34 9.9000 | 19.21 20.09 20.98 21.89 22.83 10.1500 | 23.78 24.75 25.75 26.77 27.83 10.4000 | 29.05 30.35 31.67 33.02 34.40 10.6500 | 35.84 37.33 38.91 40.58 42.34 10.9000 | 44.19 46.13 48.38 50.74 53.17 11.1500 | 55.70 58.36 61.20 64.23 67.45 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.33 Name.... REACH 20 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.4000 | 71.09 75.03 79.24 83.81 88.88 11.6500 | 94.72 102.28 111.37 122.95 139.94 11.9000 | 163.13 194.56 235.83 286.46 345.14 12.1500 | 412.43 488.43 571.06 656.45 741.23 12.4000 | 824.04 901.37 967.10 1021.33 1065.26 12.6500 | 1096.59 1114.81 1123.09 1121.69 1110.18 12.9000 | 1091.05 1065.56 1033.43 996.14 955.63 13.1500 | 914.11 871.54 829.35 788.76 750.45 13.4000 | 714.33 680.11 648.99 619.62 592.16 13.6500 | 566.75 542.77 520.27 499.32 479.57 13.9000 | 460.92 443.69 427.38 411.90 397.32 14.1500 | 383.82 370.90 358.57 346.93 336.16 14.4000 | 325.91 316.11 306.82 297.98 289.57 14.6500 | 281.81 274.31 267.08 260.18 253.42 14.9000 | 246.41 239.23 232.07 224.92 217.98 15.1500 | 211.34 205.02 199.07 193.70 188.58 15.4000 | 183.72 179.12 174.75 170.59 166.63 15.6500 | 162.85 159.28 155.97 152.77 149.67 15.9000 | 146.68 143.83 141.11 138.52 136.06 16.1500 | 133.71 131.46 129.31 127.24 125.26 16.4000 | 123.44 121.66 119.92 118.22 116.56 16.6500 | 114.96 113.40 111.90 110.45 109.05 16.9000 | 107.71 106.42 105.18 104.00 102.87 17.1500 | 101.79 100.75 99.76 98.80 97.88 17.4000 | 97.00 96.15 95.33 94.56 93.83 17.6500 | 93.11 92.40 91.70 91.02 90.34 17.9000 | 89.68 89.02 88.38 87.75 87.13 18.1500 | 86.52 85.92 85.33 84.75 84.18 18.4000 | 83.62 83.05 82.50 81.94 81.40 18.6500 | 80.85 80.31 79.77 79.23 78.70 18.9000 | 78.17 77.64 77.11 76.58 76.06 19.1500 | 75.53 75.01 74.49 73.97 73.45 19.4000 | 72.93 72.42 71.90 71.38 70.87 19.6500 | 70.35 69.84 69.33 68.81 68.33 19.9000 | 67.86 67.37 66.88 66.38 65.88 20.1500 | 65.38 64.88 64.37 63.87 63.37 20.4000 | 62.88 62.39 61.91 61.44 60.98 20.6500 | 60.53 60.09 59.66 59.25 58.85 20.9000 | 58.47 58.10 57.76 57.42 57.11 21.1500 | 56.81 56.52 56.25 55.99 55.74 21.4000 | 55.50 55.27 55.05 54.85 54.65 21.6500 | 54.46 54.27 54.10 53.93 53.76 21.9000 | 53.60 53.45 53.30 53.15 53.01 22.1500 | 52.87 52.74 52.60 52.47 52.34 22.4000 | 52.22 52.09 51.97 51.85 51.73 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.34 Name.... REACH 20 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6500 | 51.62 51.50 51.39 51.27 51.16 22.9000 | 51.05 50.94 50.83 50.72 50.61 23.1500 | 50.51 50.40 50.29 50.19 50.08 23.4000 | 49.98 49.87 49.77 49.66 49.56 23.6500 | 49.46 49.35 49.25 49.15 49.05 23.9000 | 48.94 48.84 48.74 48.63 48.50 24.1500 | 48.34 48.14 47.87 47.52 47.06 24.4000 | 46.48 45.83 45.02 44.07 42.96 24.6500 | 41.69 40.30 38.82 37.26 35.62 24.9000 | 33.92 32.18 30.42 28.65 27.08 25.1500 | 25.58 24.11 22.67 21.28 19.93 25.4000 | 18.64 17.41 16.24 15.14 14.11 25.6500 | 13.36 12.64 11.94 11.28 10.66 25.9000 | 10.09 9.54 9.03 8.54 8.07 26.1500 | 7.63 7.21 6.81 6.43 6.07 26.4000 | 5.74 5.42 5.12 4.83 4.56 26.6500 | 4.34 4.22 4.09 3.96 3.84 26.9000 | 3.71 3.59 3.47 3.35 3.23 27.1500 | 3.12 3.01 2.91 2.81 2.71 27.4000 | 2.62 2.53 2.44 2.36 2.28 27.6500 | 2.21 2.14 2.07 2.00 1.94 27.9000 | 1.88 1.82 1.77 1.71 1.66 28.1500 | 1.62 1.57 1.53 1.49 1.45 28.4000 | 1.41 1.37 1.34 1.30 1.27 28.6500 | 1.24 1.21 1.19 1.16 1.13 28.9000 | 1.11 1.08 1.06 1.04 1.02 29.1500 | .99 .97 .95 .94 .92 29.4000 | .90 .88 .86 .85 .83 29.6500 | .82 .80 .79 .77 .76 29.9000 | .74 .73 .72 .70 .69 30.1500 | .68 .67 .66 .64 .63 30.4000 | .62 .61 .60 .59 .58 30.6500 | .57 .56 .55 .54 .53 30.9000 | .52 .51 .50 .50 .49 31.1500 | .48 .47 .46 .46 .45 31.4000 | .44 .43 .43 .42 .41 31.6500 | .40 .40 .39 .39 .38 31.9000 | .37 .37 .36 .36 .35 32.1500 | .34 .34 .33 .33 .32 32.4000 | .32 .31 .31 .30 .30 32.6500 | .29 .29 .28 .28 .27 32.9000 | .27 .26 .26 .26 .25 33.1500 | .25 .24 .24 .24 .23 33.4000 | .23 .22 .22 .22 .21 33.6500 | .21 .21 .20 .20 .20 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.35 Name.... REACH 20 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.9000 | .19 .19 .19 .18 .18 34.1500 | .18 .18 .17 .17 .17 34.4000 | .16 .16 .16 .16 .15 34.6500 | .15 .15 .15 .14 .14 34.9000 | .14 .14 .13 .13 .13 35.1500 | .13 .13 .12 .12 .12 35.4000 | .12 .12 .11 .11 .11 35.6500 | .11 .11 .10 .10 .10 35.9000 | .10 .10 .10 .10 .09 36.1500 | .09 .09 .09 .09 .09 36.4000 | .08 .08 .08 .08 .08 36.6500 | .08 .08 .08 .07 .07 36.9000 | .07 .07 .07 .07 .07 37.1500 | .07 .07 .06 .06 .06 37.4000 | .06 .06 .06 .06 .06 37.6500 | .06 .06 .05 .05 .05 37.9000 | .05 .05 .05 .05 .05 38.1500 | .05 .05 .05 .05 .04 38.4000 | .04 .04 .04 .04 .04 38.6500 | .04 .04 .04 .04 .04 38.9000 | .04 .04 .04 .04 .03 39.1500 | .03 .03 .03 .03 .03 39.4000 | .03 .03 .03 .03 .03 39.6500 | .03 .03 .03 .03 .03 39.9000 | .03 .03 .03 .03 .03 40.1500 | .02 .02 .02 .02 .02 40.4000 | .02 .02 .02 .02 .02 40.6500 | .02 .02 .02 .02 .02 40.9000 | .02 .02 .02 .02 .02 41.1500 | .02 .02 .02 .02 .02 41.4000 | .02 .02 .02 .02 .02 41.6500 | .01 .01 .01 .01 .01 41.9000 | .01 .01 .01 .01 .01 42.1500 | .01 .01 .01 .01 .01 42.4000 | .01 .01 .01 .01 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .01 44.1500 | .01 .01 .01 .01 .01 44.4000 | .01 .01 .01 .01 .01 44.6500 | .01 .01 .01 .01 .01 44.9000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.36 Name.... REACH 20 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.1500 | .01 .01 .01 .01 .01 45.4000 | .01 .01 .01 .01 .01 45.6500 | .01 .01 .01 .01 .01 45.9000 | .01 .01 .01 .01 .01 46.1500 | .01 .01 .01 .01 .01 46.4000 | .01 .01 .01 .01 .01 46.6500 | .01 .01 .01 .01 .01 46.9000 | .01 .01 .01 .01 .01 47.1500 | .01 .01 .01 .01 .01 47.4000 | .01 .01 .01 .01 .01 47.6500 | .01 .01 .01 .01 .01 47.9000 | .01 .01 .01 .01 .01 48.1500 | .01 .01 .01 .01 .01 48.4000 | .01 .01 .01 .01 .01 48.6500 | .01 .01 .01 .01 .01 48.9000 | .01 .01 .01 .01 .01 49.1500 | .01 .00 .00 .00 .00 49.4000 | .00 .00 .00 .00 .00 49.6500 | .00 .00 .00 .00 .00 49.9000 | .00 .00 .00 .00 .00 50.1500 | .00 .00 .00 .00 .00 50.4000 | .00 .00 .00 .00 .00 50.6500 | .00 .00 .00 .00 .00 50.9000 | .00 .00 .00 .00 .00 51.1500 | .00 .00 .00 .00 .00 51.4000 | .00 .00 .00 .00 .00 51.6500 | .00 .00 .00 .00 .00 51.9000 | .00 .00 .00 .00 .00 52.1500 | .00 .00 .00 .00 .00 52.4000 | .00 .00 .00 .00 .00 52.6500 | .00 .00 .00 .00 .00 52.9000 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.37 Name.... REACH 20 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J3 100-yr Outflow HYG file = NONE STORED - REACH 20 100-yr Reach Link Data = REACH 20 Reach Length = 1650.00 ft Approx. Total Tt = .1298 hrs (based on Wtd.Q = 699.71 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1525.32 cfs at 12.6500 hrs Peak Outflow = 1508.84 cfs at 12.7500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 13647470 - Infiltration = 0 - HYG Vol OUT = 13647410 - Retained Vol = 80 ---------- Unrouted Vol = 25 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.38 Name.... REACH 20 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 20 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1508.84 cfs Time to Peak = 12.7500 hrs HYG Volume = 13647410 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.0500 | .00 .00 .00 .00 .00 3.3000 | .00 .00 .00 .00 .00 3.5500 | .00 .00 .00 .00 .00 3.8000 | .00 .00 .00 .01 .01 4.0500 | .01 .01 .01 .03 .04 4.3000 | .06 .08 .09 .11 .13 4.5500 | .15 .17 .19 .22 .24 4.8000 | .26 .29 .31 .34 .37 5.0500 | .40 .43 .46 .49 .52 5.3000 | .55 .59 .62 .66 .69 5.5500 | .73 .77 .81 .85 .89 5.8000 | .94 .99 1.04 1.10 1.16 6.0500 | 1.23 1.29 1.36 1.43 1.51 6.3000 | 1.59 1.66 1.74 1.83 1.91 6.5500 | 2.00 2.08 2.17 2.26 2.35 6.8000 | 2.45 2.54 2.64 2.73 2.83 7.0500 | 2.94 3.05 3.16 3.28 3.41 7.3000 | 3.55 3.69 3.85 4.01 4.18 7.5500 | 4.36 4.71 5.07 5.44 5.80 7.8000 | 6.17 6.55 6.93 7.32 7.72 8.0500 | 8.12 8.54 8.97 9.44 9.95 8.3000 | 10.47 11.02 11.57 12.14 12.71 8.5500 | 13.30 13.90 14.64 15.44 16.22 8.8000 | 17.01 17.80 18.60 19.41 20.24 9.0500 | 21.10 22.01 22.95 23.91 24.90 9.3000 | 25.92 26.96 28.03 29.27 30.54 9.5500 | 31.79 33.03 34.27 35.49 36.72 9.8000 | 37.94 39.18 40.44 41.71 42.98 10.0500 | 44.28 45.60 47.00 48.53 50.07 10.3000 | 51.64 53.25 54.91 56.63 58.41 10.5500 | 60.29 62.28 64.37 66.58 68.93 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.39 Name.... REACH 20 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.8000 | 71.59 74.33 77.18 80.14 83.24 11.0500 | 86.52 90.00 93.68 97.77 102.14 11.3000 | 106.71 111.53 116.69 122.23 128.41 11.5500 | 135.36 142.94 151.72 162.63 176.36 11.8000 | 193.86 219.27 253.57 297.08 351.85 12.0500 | 419.13 497.97 588.51 691.10 802.66 12.3000 | 917.00 1029.42 1138.52 1239.53 1323.85 12.5500 | 1391.69 1446.42 1483.10 1502.39 1508.84 12.8000 | 1502.50 1482.63 1452.83 1414.90 1368.19 13.0500 | 1314.94 1258.10 1200.24 1141.54 1083.83 13.3000 | 1028.56 976.95 928.13 882.60 840.62 13.5500 | 801.80 765.03 731.52 699.86 670.06 13.8000 | 642.46 616.52 592.21 569.54 548.23 14.0500 | 528.11 509.45 491.80 475.07 459.23 14.3000 | 444.60 430.74 417.55 405.05 393.46 14.5500 | 382.47 371.99 362.07 352.61 343.56 14.8000 | 335.28 327.30 319.64 312.37 305.49 15.0500 | 298.89 292.60 286.75 281.15 275.73 15.3000 | 270.50 265.44 260.52 255.77 251.15 15.5500 | 246.62 241.95 236.87 231.25 225.39 15.8000 | 219.51 213.73 208.15 202.83 197.86 16.0500 | 193.29 188.92 184.76 180.81 177.06 16.3000 | 173.50 170.10 166.84 163.74 160.77 16.5500 | 158.05 155.44 152.92 150.49 148.15 16.8000 | 145.92 143.79 141.75 139.82 137.97 17.0500 | 136.20 134.52 132.91 131.37 129.91 17.3000 | 128.51 127.18 125.90 124.73 123.60 17.5500 | 122.51 121.43 120.39 119.38 118.40 17.8000 | 117.43 116.49 115.56 114.66 113.77 18.0500 | 112.90 112.05 111.22 110.41 109.60 18.3000 | 108.82 108.04 107.27 106.51 105.76 18.5500 | 105.01 104.27 103.54 102.82 102.10 18.8000 | 101.38 100.67 99.97 99.26 98.57 19.0500 | 97.87 97.18 96.49 95.80 95.12 19.3000 | 94.48 93.83 93.18 92.52 91.86 19.5500 | 91.20 90.54 89.88 89.22 88.56 19.8000 | 87.90 87.25 86.59 85.93 85.28 20.0500 | 84.63 83.99 83.34 82.70 82.05 20.3000 | 81.41 80.77 80.13 79.50 78.88 20.5500 | 78.27 77.67 77.09 76.52 75.97 20.8000 | 75.44 74.93 74.44 73.97 73.52 21.0500 | 73.09 72.68 72.29 71.92 71.57 21.3000 | 71.24 70.92 70.62 70.33 70.06 21.5500 | 69.80 69.55 69.31 69.07 68.85 21.8000 | 68.64 68.45 68.26 68.07 67.89 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.40 Name.... REACH 20 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0500 | 67.71 67.53 67.36 67.19 67.02 22.3000 | 66.85 66.69 66.53 66.37 66.22 22.5500 | 66.07 65.92 65.77 65.63 65.48 22.8000 | 65.34 65.20 65.06 64.92 64.78 23.0500 | 64.64 64.51 64.37 64.24 64.10 23.3000 | 63.97 63.83 63.70 63.57 63.43 23.5500 | 63.30 63.17 63.04 62.91 62.78 23.8000 | 62.65 62.52 62.39 62.26 62.12 24.0500 | 61.98 61.81 61.60 61.34 60.99 24.3000 | 60.53 59.94 59.18 58.24 57.13 24.5500 | 55.82 54.30 52.58 50.70 48.66 24.8000 | 46.49 44.47 42.37 40.23 38.07 25.0500 | 35.89 33.73 31.58 29.49 27.57 25.3000 | 25.92 24.33 22.81 21.34 19.94 25.5500 | 18.61 17.35 16.16 15.05 14.03 25.8000 | 13.28 12.56 11.86 11.22 10.62 26.0500 | 10.05 9.51 9.00 8.51 8.05 26.3000 | 7.62 7.20 6.81 6.43 6.08 26.5500 | 5.74 5.43 5.13 4.85 4.58 26.8000 | 4.36 4.23 4.11 3.98 3.86 27.0500 | 3.73 3.61 3.49 3.37 3.26 27.3000 | 3.15 3.04 2.93 2.83 2.73 27.5500 | 2.64 2.55 2.46 2.38 2.30 27.8000 | 2.23 2.16 2.09 2.02 1.96 28.0500 | 1.90 1.84 1.79 1.73 1.68 28.3000 | 1.64 1.59 1.55 1.51 1.47 28.5500 | 1.43 1.40 1.36 1.33 1.30 28.8000 | 1.27 1.24 1.21 1.18 1.16 29.0500 | 1.13 1.11 1.08 1.06 1.04 29.3000 | 1.02 1.00 .98 .96 .94 29.5500 | .92 .90 .89 .87 .85 29.8000 | .84 .82 .81 .79 .78 30.0500 | .76 .75 .74 .72 .71 30.3000 | .70 .69 .67 .66 .65 30.5500 | .64 .63 .62 .61 .60 30.8000 | .59 .58 .57 .56 .55 31.0500 | .54 .53 .52 .51 .50 31.3000 | .49 .48 .48 .47 .46 31.5500 | .45 .44 .44 .43 .42 31.8000 | .42 .41 .40 .40 .39 32.0500 | .38 .38 .37 .37 .36 32.3000 | .35 .35 .34 .34 .33 32.5500 | .33 .32 .32 .31 .31 32.8000 | .30 .30 .29 .29 .28 33.0500 | .28 .27 .27 .26 .26 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.41 Name.... REACH 20 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.3000 | .25 .25 .25 .24 .24 33.5500 | .23 .23 .23 .22 .22 33.8000 | .22 .21 .21 .21 .20 34.0500 | .20 .20 .19 .19 .19 34.3000 | .18 .18 .18 .17 .17 34.5500 | .17 .17 .16 .16 .16 34.8000 | .16 .15 .15 .15 .15 35.0500 | .14 .14 .14 .14 .13 35.3000 | .13 .13 .13 .13 .12 35.5500 | .12 .12 .12 .12 .11 35.8000 | .11 .11 .11 .11 .10 36.0500 | .10 .10 .10 .10 .10 36.3000 | .09 .09 .09 .09 .09 36.5500 | .09 .09 .08 .08 .08 36.8000 | .08 .08 .08 .08 .08 37.0500 | .07 .07 .07 .07 .07 37.3000 | .07 .07 .07 .06 .06 37.5500 | .06 .06 .06 .06 .06 37.8000 | .06 .06 .06 .05 .05 38.0500 | .05 .05 .05 .05 .05 38.3000 | .05 .05 .05 .05 .05 38.5500 | .05 .04 .04 .04 .04 38.8000 | .04 .04 .04 .04 .04 39.0500 | .04 .04 .04 .04 .04 39.3000 | .04 .03 .03 .03 .03 39.5500 | .03 .03 .03 .03 .03 39.8000 | .03 .03 .03 .03 .03 40.0500 | .03 .03 .03 .03 .03 40.3000 | .03 .02 .02 .02 .02 40.5500 | .02 .02 .02 .02 .02 40.8000 | .02 .02 .02 .02 .02 41.0500 | .02 .02 .02 .02 .02 41.3000 | .02 .02 .02 .02 .02 41.5500 | .02 .02 .02 .02 .02 41.8000 | .02 .02 .01 .01 .01 42.0500 | .01 .01 .01 .01 .01 42.3000 | .01 .01 .01 .01 .01 42.5500 | .01 .01 .01 .01 .01 42.8000 | .01 .01 .01 .01 .01 43.0500 | .01 .01 .01 .01 .01 43.3000 | .01 .01 .01 .01 .01 43.5500 | .01 .01 .01 .01 .01 43.8000 | .01 .01 .01 .01 .01 44.0500 | .01 .01 .01 .01 .01 44.3000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.42 Name.... REACH 20 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.5500 | .01 .01 .01 .01 .01 44.8000 | .01 .01 .01 .01 .01 45.0500 | .01 .01 .01 .01 .01 45.3000 | .01 .01 .01 .01 .01 45.5500 | .01 .01 .01 .01 .01 45.8000 | .01 .01 .01 .01 .01 46.0500 | .01 .01 .01 .01 .01 46.3000 | .01 .01 .01 .01 .01 46.5500 | .01 .01 .01 .01 .01 46.8000 | .01 .01 .01 .01 .01 47.0500 | .01 .01 .01 .01 .01 47.3000 | .01 .01 .01 .01 .01 47.5500 | .01 .01 .01 .01 .01 47.8000 | .01 .01 .01 .01 .01 48.0500 | .01 .01 .01 .01 .01 48.3000 | .01 .01 .01 .01 .01 48.5500 | .01 .01 .01 .01 .01 48.8000 | .01 .01 .01 .01 .01 49.0500 | .01 .01 .01 .01 .01 49.3000 | .01 .01 .01 .00 .00 49.5500 | .00 .00 .00 .00 .00 49.8000 | .00 .00 .00 .00 .00 50.0500 | .00 .00 .00 .00 .00 50.3000 | .00 .00 .00 .00 .00 50.5500 | .00 .00 .00 .00 .00 50.8000 | .00 .00 .00 .00 .00 51.0500 | .00 .00 .00 .00 .00 51.3000 | .00 .00 .00 .00 .00 51.5500 | .00 .00 .00 .00 .00 51.8000 | .00 .00 .00 .00 .00 52.0500 | .00 .00 .00 .00 .00 52.3000 | .00 .00 .00 .00 .00 52.5500 | .00 .00 .00 .00 .00 52.8000 | .00 .00 .00 .00 .00 53.0500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.43 Name.... REACH 30 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J4 15-Yr Outflow HYG file = NONE STORED - REACH 30 15-Yr Reach Link Data = REACH 30 Reach Length = 2050.00 ft Approx. Total Tt = .1765 hrs (based on Wtd.Q = 500.26 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 573.00 .00 0 0 .00 .00 .00 573.01 .01 308 30832 .00 .01 3.43 573.40 4.38 12957 34030 .00 4.38 148.34 573.80 14.11 27224 37310 .00 14.11 316.59 574.20 28.22 42805 40590 .00 28.22 503.82 574.60 46.44 59695 43870 .00 46.44 709.71 575.00 68.71 77900 47150 .00 68.71 934.27 575.40 95.06 97417 50430 .00 95.06 1177.48 575.80 125.54 118243 53710 .00 125.54 1439.36 576.20 160.25 140385 56990 .00 160.25 1720.08 576.60 199.28 163835 60270 .00 199.28 2019.66 577.00 242.75 188600 63550 .00 242.75 2338.30 577.40 290.78 214678 66830 .00 290.78 2676.09 577.80 343.48 242063 70110 .00 343.48 3033.07 578.20 401.00 270765 73390 .00 401.00 3409.50 578.60 463.44 300774 76670 .00 463.44 3805.38 579.00 530.95 332100 79950 .00 530.95 4220.95 579.40 603.65 364738 83230 .00 603.65 4656.29 579.80 681.65 398683 86510 .00 681.65 5111.46 580.20 765.10 433945 89790 .00 765.10 5586.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.44 Name.... REACH 30 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J4 15-Yr Outflow HYG file = NONE STORED - REACH 30 15-Yr Reach Link Data = REACH 30 Reach Length = 2050.00 ft Approx. Total Tt = .1765 hrs (based on Wtd.Q = 500.26 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 580.60 854.10 470514 93070 .00 854.10 6082.03 581.00 948.81 508400 96350 .00 948.81 6597.70 581.40 1049.34 547598 99630 .00 1049.34 7133.77 581.80 1155.80 588103 102910 .00 1155.80 7690.27 582.20 1268.33 629925 106190 .00 1268.33 8267.50 582.60 1387.03 673053 109470 .00 1387.03 8865.40 583.00 1512.05 717500 112750 .00 1512.05 9484.28 583.40 1643.51 763259 116030 .00 1643.51 10124.16 583.80 1781.49 810323 119310 .00 1781.49 10785.07 584.20 1926.15 858706 122590 .00 1926.15 11467.32 584.60 2077.58 908393 125870 .00 2077.58 12170.83 585.00 2235.92 959400 129150 .00 2235.92 12895.92 585.40 2401.29 1011719 132430 .00 2401.29 13642.61 585.80 2573.76 1065342 135710 .00 2573.76 14410.89 586.20 2753.50 1120286 138990 .00 2753.50 15201.12 586.60 2940.57 1176533 142270 .00 2940.57 16013.15 587.00 3135.13 1234100 145550 .00 3135.13 16847.36 587.40 3337.29 1292980 148830 .00 3337.29 17703.73 587.80 3547.10 1353162 152110 .00 3547.10 18582.24 588.20 3764.76 1414666 155390 .00 3764.76 19483.27 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.45 Name.... REACH 30 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J4 15-Yr Outflow HYG file = NONE STORED - REACH 30 15-Yr Reach Link Data = REACH 30 Reach Length = 2050.00 ft Approx. Total Tt = .1765 hrs (based on Wtd.Q = 500.26 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 588.60 3990.29 1477472 158670 .00 3990.29 20406.64 589.00 4223.88 1541600 161950 .00 4223.88 21352.77 589.40 4465.60 1607040 165230 .00 4465.60 22321.60 589.80 4715.52 1673782 168510 .00 4715.52 23313.10 590.20 4973.83 1741846 171790 .00 4973.83 24327.67 590.60 5240.55 1811212 175070 .00 5240.55 25365.12 591.00 5515.87 1881900 178350 .00 5515.87 26425.87 591.40 5799.85 1953901 181630 .00 5799.85 27509.86 591.80 6092.55 2027202 184910 .00 6092.55 28617.02 592.20 6394.18 2101826 188190 .00 6394.18 29747.80 592.60 6704.73 2177752 191470 .00 6704.73 30901.96 593.00 7024.40 2255000 194750 .00 7024.40 32079.95 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.46 Name.... REACH 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J4 15-Yr Outflow HYG file = NONE STORED - REACH 30 15-Yr Reach Link Data = REACH 30 Reach Length = 2050.00 ft Approx. Total Tt = .1765 hrs (based on Wtd.Q = 500.26 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1051.64 cfs at 12.7500 hrs Peak Outflow = 1032.65 cfs at 12.8500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 9996871 - Infiltration = 0 - HYG Vol OUT = 9996788 - Retained Vol = 100 ---------- Unrouted Vol = 17 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.47 Name.... REACH 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 30 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1032.65 cfs Time to Peak = 12.8500 hrs HYG Volume = 9996788 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.7000 | .00 .00 .00 .00 .00 3.9500 | .00 .00 .00 .00 .00 4.2000 | .00 .00 .00 .01 .01 4.4500 | .01 .01 .03 .05 .07 4.7000 | .09 .11 .13 .15 .17 4.9500 | .20 .22 .25 .27 .30 5.2000 | .32 .35 .38 .41 .44 5.4500 | .47 .51 .54 .58 .61 5.7000 | .65 .69 .73 .77 .81 5.9500 | .86 .90 .94 .99 1.03 6.2000 | 1.08 1.13 1.18 1.23 1.28 6.4500 | 1.33 1.38 1.44 1.49 1.55 6.7000 | 1.60 1.66 1.72 1.78 1.84 6.9500 | 1.90 1.96 2.03 2.09 2.16 7.2000 | 2.23 2.30 2.37 2.44 2.52 7.4500 | 2.59 2.67 2.75 2.84 2.92 7.7000 | 3.01 3.10 3.19 3.28 3.37 7.9500 | 3.47 3.57 3.67 3.77 3.87 8.2000 | 3.98 4.08 4.19 4.31 4.47 8.4500 | 4.69 4.92 5.14 5.36 5.58 8.7000 | 5.80 6.02 6.24 6.47 6.70 8.9500 | 6.94 7.19 7.45 7.71 7.98 9.2000 | 8.28 8.61 8.96 9.33 9.72 9.4500 | 10.12 10.54 10.98 11.42 11.89 9.7000 | 12.37 12.88 13.41 13.97 14.69 9.9500 | 15.48 16.28 17.09 17.93 18.82 10.2000 | 19.75 20.71 21.71 22.74 23.81 10.4500 | 24.90 26.04 27.22 28.49 29.97 10.7000 | 31.48 33.02 34.62 36.31 38.07 10.9500 | 39.91 41.84 43.84 45.95 48.37 11.2000 | 50.95 53.63 56.47 59.51 62.76 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.48 Name.... REACH 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.4500 | 66.22 70.03 74.40 79.20 84.77 11.7000 | 91.58 100.71 113.06 129.93 153.54 11.9500 | 185.51 227.54 280.20 341.40 407.68 12.2000 | 475.31 541.82 605.71 666.83 725.36 12.4500 | 781.66 835.36 884.77 928.53 965.65 12.7000 | 994.98 1015.75 1028.26 1032.65 1029.30 12.9500 | 1019.06 1002.56 980.21 952.90 922.39 13.2000 | 889.07 853.83 818.46 782.81 748.09 13.4500 | 714.58 682.25 652.15 623.25 595.86 13.7000 | 570.22 545.65 522.57 501.13 480.78 13.9500 | 461.63 444.11 427.53 411.82 397.08 14.2000 | 383.47 370.50 358.14 346.39 335.50 14.4500 | 325.21 315.40 306.01 296.91 288.06 14.7000 | 279.49 270.95 262.50 254.19 246.08 14.9500 | 238.41 231.14 224.17 217.52 211.20 15.2000 | 205.19 199.50 194.34 189.41 184.72 15.4500 | 180.28 176.07 172.07 168.25 164.60 15.7000 | 161.10 157.87 154.78 151.78 148.87 15.9500 | 146.06 143.37 140.79 138.33 135.96 16.2000 | 133.68 131.49 129.39 127.36 125.41 16.4500 | 123.63 121.89 120.19 118.53 116.91 16.7000 | 115.34 113.82 112.34 110.92 109.54 16.9500 | 108.22 106.95 105.74 104.57 103.45 17.2000 | 102.36 101.32 100.31 99.34 98.40 17.4500 | 97.49 96.61 95.76 94.95 94.20 17.7000 | 93.46 92.74 92.03 91.33 90.64 17.9500 | 89.97 89.31 88.66 88.02 87.40 18.2000 | 86.78 86.18 85.58 84.99 84.40 18.4500 | 83.83 83.26 82.69 82.13 81.58 18.7000 | 81.03 80.48 79.94 79.40 78.86 18.9500 | 78.32 77.79 77.27 76.75 76.24 19.2000 | 75.73 75.22 74.72 74.21 73.71 19.4500 | 73.20 72.69 72.19 71.68 71.17 19.7000 | 70.67 70.16 69.65 69.15 68.65 19.9500 | 68.18 67.71 67.24 66.75 66.27 20.2000 | 65.79 65.30 64.82 64.34 63.86 20.4500 | 63.39 62.92 62.46 62.01 61.56 20.7000 | 61.11 60.68 60.26 59.84 59.44 20.9500 | 59.04 58.66 58.29 57.93 57.59 21.2000 | 57.26 56.94 56.63 56.34 56.06 21.4500 | 55.79 55.54 55.29 55.06 54.83 21.7000 | 54.61 54.41 54.21 54.02 53.83 21.9500 | 53.65 53.48 53.32 53.16 53.00 22.2000 | 52.85 52.70 52.56 52.42 52.28 22.4500 | 52.15 52.02 51.89 51.77 51.65 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.49 Name.... REACH 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.7000 | 51.53 51.41 51.30 51.19 51.08 22.9500 | 50.96 50.85 50.74 50.64 50.53 23.2000 | 50.42 50.31 50.20 50.10 49.99 23.4500 | 49.89 49.78 49.68 49.57 49.47 23.7000 | 49.37 49.26 49.16 49.06 48.96 23.9500 | 48.85 48.75 48.64 48.51 48.34 24.2000 | 48.09 47.75 47.30 46.77 46.19 24.4500 | 45.57 44.89 44.14 43.33 42.45 24.7000 | 41.51 40.49 39.41 38.26 37.03 24.9500 | 35.75 34.42 33.07 31.71 30.35 25.2000 | 28.99 27.71 26.55 25.37 24.19 25.4500 | 23.01 21.85 20.71 19.62 18.58 25.7000 | 17.60 16.66 15.77 14.92 14.13 25.9500 | 13.54 12.97 12.41 11.86 11.33 26.2000 | 10.81 10.31 9.83 9.36 8.91 26.4500 | 8.47 8.05 7.65 7.27 6.92 26.7000 | 6.59 6.29 6.01 5.74 5.49 26.9500 | 5.26 5.04 4.83 4.63 4.45 27.2000 | 4.32 4.23 4.14 4.05 3.96 27.4500 | 3.86 3.77 3.68 3.59 3.51 27.7000 | 3.42 3.33 3.25 3.17 3.09 27.9500 | 3.01 2.93 2.85 2.78 2.70 28.2000 | 2.63 2.56 2.50 2.43 2.37 28.4500 | 2.30 2.24 2.18 2.13 2.07 28.7000 | 2.02 1.97 1.91 1.87 1.82 28.9500 | 1.77 1.73 1.68 1.64 1.60 29.2000 | 1.56 1.52 1.49 1.45 1.42 29.4500 | 1.38 1.35 1.32 1.29 1.26 29.7000 | 1.23 1.20 1.17 1.15 1.12 29.9500 | 1.10 1.07 1.05 1.03 1.00 30.2000 | .98 .96 .94 .92 .90 30.4500 | .88 .87 .85 .83 .81 30.7000 | .80 .78 .77 .75 .74 30.9500 | .72 .71 .70 .68 .67 31.2000 | .66 .64 .63 .62 .61 31.4500 | .60 .59 .58 .56 .55 31.7000 | .54 .53 .52 .52 .51 31.9500 | .50 .49 .48 .47 .46 32.2000 | .46 .45 .44 .43 .42 32.4500 | .42 .41 .40 .40 .39 32.7000 | .38 .38 .37 .36 .36 32.9500 | .35 .35 .34 .33 .33 33.2000 | .32 .32 .31 .31 .30 33.4500 | .30 .29 .29 .28 .28 33.7000 | .27 .27 .26 .26 .25 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.50 Name.... REACH 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.9500 | .25 .25 .24 .24 .23 34.2000 | .23 .23 .22 .22 .22 34.4500 | .21 .21 .21 .20 .20 34.7000 | .20 .19 .19 .19 .18 34.9500 | .18 .18 .17 .17 .17 35.2000 | .17 .16 .16 .16 .15 35.4500 | .15 .15 .15 .14 .14 35.7000 | .14 .14 .14 .13 .13 35.9500 | .13 .13 .12 .12 .12 36.2000 | .12 .12 .12 .11 .11 36.4500 | .11 .11 .11 .10 .10 36.7000 | .10 .10 .10 .10 .09 36.9500 | .09 .09 .09 .09 .09 37.2000 | .09 .08 .08 .08 .08 37.4500 | .08 .08 .08 .07 .07 37.7000 | .07 .07 .07 .07 .07 37.9500 | .07 .07 .06 .06 .06 38.2000 | .06 .06 .06 .06 .06 38.4500 | .06 .06 .05 .05 .05 38.7000 | .05 .05 .05 .05 .05 38.9500 | .05 .05 .05 .05 .04 39.2000 | .04 .04 .04 .04 .04 39.4500 | .04 .04 .04 .04 .04 39.7000 | .04 .04 .04 .04 .04 39.9500 | .03 .03 .03 .03 .03 40.2000 | .03 .03 .03 .03 .03 40.4500 | .03 .03 .03 .03 .03 40.7000 | .03 .03 .03 .03 .03 40.9500 | .02 .02 .02 .02 .02 41.2000 | .02 .02 .02 .02 .02 41.4500 | .02 .02 .02 .02 .02 41.7000 | .02 .02 .02 .02 .02 41.9500 | .02 .02 .02 .02 .02 42.2000 | .02 .02 .02 .02 .02 42.4500 | .02 .01 .01 .01 .01 42.7000 | .01 .01 .01 .01 .01 42.9500 | .01 .01 .01 .01 .01 43.2000 | .01 .01 .01 .01 .01 43.4500 | .01 .01 .01 .01 .01 43.7000 | .01 .01 .01 .01 .01 43.9500 | .01 .01 .01 .01 .01 44.2000 | .01 .01 .01 .01 .01 44.4500 | .01 .01 .01 .01 .01 44.7000 | .01 .01 .01 .01 .01 44.9500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.51 Name.... REACH 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.2000 | .01 .01 .01 .01 .01 45.4500 | .01 .01 .01 .01 .01 45.7000 | .01 .01 .01 .01 .01 45.9500 | .01 .01 .01 .01 .01 46.2000 | .01 .01 .01 .01 .01 46.4500 | .01 .01 .01 .01 .01 46.7000 | .01 .01 .01 .01 .01 46.9500 | .01 .01 .01 .01 .01 47.2000 | .01 .01 .01 .01 .01 47.4500 | .01 .01 .01 .01 .01 47.7000 | .01 .01 .01 .01 .01 47.9500 | .01 .01 .01 .01 .01 48.2000 | .01 .01 .01 .01 .01 48.4500 | .01 .01 .01 .01 .01 48.7000 | .01 .01 .01 .01 .01 48.9500 | .01 .01 .01 .01 .01 49.2000 | .01 .01 .01 .01 .01 49.4500 | .01 .01 .01 .01 .01 49.7000 | .01 .01 .01 .01 .01 49.9500 | .01 .01 .01 .01 .01 50.2000 | .01 .01 .01 .01 .01 50.4500 | .01 .01 .01 .01 .01 50.7000 | .01 .01 .01 .01 .01 50.9500 | .01 .01 .01 .01 .01 51.2000 | .01 .01 .01 .01 .01 51.4500 | .01 .01 .01 .01 .01 51.7000 | .01 .01 .01 .01 .01 51.9500 | .01 .01 .01 .01 .01 52.2000 | .01 .01 .01 .01 .01 52.4500 | .01 .01 .01 .01 .01 52.7000 | .01 .01 .01 .01 .01 52.9500 | .01 .01 .01 .01 .01 53.2000 | .01 .01 .01 .01 .01 53.4500 | .01 .01 .01 .01 .01 53.7000 | .01 .01 .01 .01 .01 53.9500 | .01 .01 .01 .01 .01 54.2000 | .01 .01 .01 .01 .01 54.4500 | .01 .01 .01 .01 .01 54.7000 | .01 .01 .01 .01 .01 54.9500 | .01 .01 .01 .01 .01 55.2000 | .01 .01 .01 .01 .01 55.4500 | .01 .01 .01 .01 .01 55.7000 | .00 .00 .00 .00 .00 55.9500 | .00 .00 .00 .00 .00 56.2000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.52 Name.... REACH 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.4500 | .00 .00 .00 .00 .00 56.7000 | .00 .00 .00 .00 .00 56.9500 | .00 .00 .00 .00 .00 57.2000 | .00 .00 .00 .00 .00 57.4500 | .00 .00 .00 .00 .00 57.7000 | .00 .00 .00 .00 .00 57.9500 | .00 .00 .00 .00 .00 58.2000 | .00 .00 .00 .00 .00 58.4500 | .00 .00 .00 .00 .00 58.7000 | .00 .00 .00 .00 .00 58.9500 | .00 .00 .00 .00 .00 59.2000 | .00 .00 .00 .00 .00 59.4500 | .00 .00 .00 .00 .00 59.7000 | .00 .00 .00 .00 .00 59.9500 | .00 .00 .00 .00 .00 60.2000 | .00 .00 .00 .00 .00 60.4500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.53 Name.... REACH 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J4 25-yr Outflow HYG file = NONE STORED - REACH 30 25-yr Reach Link Data = REACH 30 Reach Length = 2050.00 ft Approx. Total Tt = .1703 hrs (based on Wtd.Q = 571.04 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1204.82 cfs at 12.7500 hrs Peak Outflow = 1184.71 cfs at 12.8500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 11453160 - Infiltration = 0 - HYG Vol OUT = 11453080 - Retained Vol = 100 ---------- Unrouted Vol = 16 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.54 Name.... REACH 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 30 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1184.71 cfs Time to Peak = 12.8500 hrs HYG Volume = 11453080 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | .00 .00 .00 .00 .00 3.6500 | .00 .00 .00 .00 .00 3.9000 | .00 .00 .00 .01 .01 4.1500 | .01 .02 .04 .06 .08 4.4000 | .10 .12 .14 .17 .19 4.6500 | .22 .24 .27 .30 .33 4.9000 | .36 .39 .42 .45 .49 5.1500 | .52 .56 .60 .64 .68 5.4000 | .72 .76 .80 .85 .89 5.6500 | .94 .99 1.04 1.09 1.14 5.9000 | 1.19 1.24 1.30 1.35 1.41 6.1500 | 1.47 1.52 1.58 1.64 1.70 6.4000 | 1.77 1.83 1.89 1.96 2.03 6.6500 | 2.10 2.17 2.24 2.31 2.39 6.9000 | 2.47 2.55 2.63 2.71 2.80 7.1500 | 2.89 2.98 3.07 3.16 3.26 7.4000 | 3.36 3.46 3.56 3.67 3.78 7.6500 | 3.88 3.99 4.11 4.22 4.34 7.9000 | 4.52 4.74 4.96 5.16 5.36 8.1500 | 5.55 5.74 5.93 6.12 6.32 8.4000 | 6.51 6.72 6.93 7.15 7.38 8.6500 | 7.61 7.87 8.16 8.47 8.80 8.9000 | 9.17 9.55 9.95 10.38 10.82 9.1500 | 11.29 11.77 12.28 12.81 13.36 9.4000 | 13.93 14.66 15.44 16.22 17.01 9.6500 | 17.81 18.63 19.49 20.38 21.29 9.9000 | 22.23 23.19 24.17 25.17 26.21 10.1500 | 27.27 28.38 29.70 31.01 32.34 10.4000 | 33.70 35.12 36.58 38.10 39.66 10.6500 | 41.28 42.95 44.69 46.51 48.63 10.9000 | 50.82 53.07 55.43 57.92 60.54 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.55 Name.... REACH 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.1500 | 63.29 66.18 69.28 72.82 76.54 11.4000 | 80.47 84.69 89.23 94.15 99.96 11.6500 | 106.72 114.96 125.54 140.41 160.30 11.9000 | 188.32 225.91 275.19 336.36 406.88 12.1500 | 482.59 559.53 635.20 708.03 777.44 12.4000 | 844.15 908.75 969.66 1025.37 1074.41 12.6500 | 1115.62 1147.23 1169.23 1181.71 1184.71 12.9000 | 1178.81 1165.02 1144.30 1117.26 1084.64 13.1500 | 1047.89 1008.97 967.93 926.46 885.39 13.4000 | 845.25 806.94 770.05 735.65 702.89 13.6500 | 672.04 643.26 615.83 590.11 565.85 13.9000 | 542.62 520.83 500.49 481.16 462.91 14.1500 | 446.24 430.47 415.52 401.37 388.44 14.4000 | 376.17 364.50 353.40 342.88 333.19 14.6500 | 323.93 315.09 306.63 298.53 290.76 14.9000 | 283.48 276.21 268.92 261.62 254.35 15.1500 | 247.17 240.25 233.68 227.31 221.21 15.4000 | 215.37 209.79 204.46 199.38 194.75 15.6500 | 190.28 185.98 181.86 177.93 174.15 15.9000 | 170.53 167.05 163.70 160.50 157.57 16.1500 | 154.75 152.03 149.39 146.86 144.42 16.4000 | 142.10 139.88 137.75 135.70 133.73 16.6500 | 131.83 129.99 128.21 126.49 124.87 16.9000 | 123.35 121.86 120.42 119.01 117.65 17.1500 | 116.33 115.06 113.84 112.66 111.53 17.4000 | 110.44 109.38 108.37 107.39 106.45 17.6500 | 105.55 104.68 103.83 103.01 102.21 17.9000 | 101.42 100.65 99.90 99.16 98.43 18.1500 | 97.72 97.01 96.32 95.64 94.98 18.4000 | 94.37 93.75 93.14 92.52 91.91 18.6500 | 91.30 90.69 90.09 89.48 88.88 18.9000 | 88.28 87.69 87.09 86.50 85.91 19.1500 | 85.32 84.73 84.15 83.57 82.98 19.4000 | 82.40 81.83 81.25 80.67 80.09 19.6500 | 79.52 78.95 78.37 77.80 77.23 19.9000 | 76.67 76.11 75.56 75.00 74.45 20.1500 | 73.89 73.34 72.79 72.24 71.69 20.4000 | 71.14 70.61 70.08 69.55 69.04 20.6500 | 68.55 68.09 67.64 67.18 66.74 20.9000 | 66.30 65.88 65.46 65.06 64.67 21.1500 | 64.30 63.94 63.59 63.26 62.93 21.4000 | 62.63 62.33 62.05 61.78 61.52 21.6500 | 61.27 61.03 60.80 60.58 60.37 21.9000 | 60.16 59.97 59.78 59.59 59.41 22.1500 | 59.24 59.07 58.91 58.75 58.59 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.56 Name.... REACH 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4000 | 58.44 58.29 58.14 58.00 57.86 22.6500 | 57.72 57.59 57.45 57.32 57.19 22.9000 | 57.06 56.93 56.80 56.68 56.55 23.1500 | 56.43 56.31 56.19 56.07 55.95 23.4000 | 55.83 55.71 55.59 55.47 55.36 23.6500 | 55.24 55.12 55.01 54.89 54.78 23.9000 | 54.66 54.55 54.43 54.31 54.16 24.1500 | 53.97 53.69 53.30 52.81 52.20 24.4000 | 51.50 50.73 49.89 48.99 48.03 24.6500 | 46.99 45.93 44.85 43.68 42.42 24.9000 | 41.09 39.68 38.21 36.68 35.13 25.1500 | 33.57 32.03 30.50 29.00 27.62 25.4000 | 26.36 25.11 23.86 22.63 21.42 25.6500 | 20.26 19.17 18.13 17.15 16.22 25.9000 | 15.34 14.50 13.81 13.23 12.66 26.1500 | 12.10 11.56 11.03 10.52 10.03 26.4000 | 9.55 9.09 8.65 8.22 7.82 26.6500 | 7.43 7.06 6.73 6.41 6.12 26.9000 | 5.85 5.60 5.36 5.13 4.92 27.1500 | 4.72 4.53 4.36 4.27 4.18 27.4000 | 4.09 4.00 3.91 3.81 3.72 27.6500 | 3.64 3.55 3.46 3.37 3.29 27.9000 | 3.21 3.12 3.04 2.97 2.89 28.1500 | 2.81 2.74 2.67 2.60 2.53 28.4000 | 2.46 2.40 2.34 2.27 2.21 28.6500 | 2.16 2.10 2.05 1.99 1.94 28.9000 | 1.89 1.84 1.80 1.75 1.71 29.1500 | 1.67 1.63 1.59 1.55 1.51 29.4000 | 1.47 1.44 1.40 1.37 1.34 29.6500 | 1.31 1.28 1.25 1.22 1.19 29.9000 | 1.17 1.14 1.12 1.09 1.07 30.1500 | 1.04 1.02 1.00 .98 .96 30.4000 | .94 .92 .90 .88 .86 30.6500 | .85 .83 .81 .80 .78 30.9000 | .77 .75 .74 .72 .71 31.1500 | .69 .68 .67 .66 .64 31.4000 | .63 .62 .61 .60 .59 31.6500 | .58 .56 .55 .54 .53 31.9000 | .53 .52 .51 .50 .49 32.1500 | .48 .47 .46 .46 .45 32.4000 | .44 .43 .42 .42 .41 32.6500 | .40 .40 .39 .38 .38 32.9000 | .37 .36 .36 .35 .35 33.1500 | .34 .33 .33 .32 .32 33.4000 | .31 .31 .30 .30 .29 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.57 Name.... REACH 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.6500 | .29 .28 .28 .27 .27 33.9000 | .26 .26 .26 .25 .25 34.1500 | .24 .24 .24 .23 .23 34.4000 | .22 .22 .22 .21 .21 34.6500 | .21 .20 .20 .20 .19 34.9000 | .19 .19 .18 .18 .18 35.1500 | .17 .17 .17 .17 .16 35.4000 | .16 .16 .16 .15 .15 35.6500 | .15 .15 .14 .14 .14 35.9000 | .14 .13 .13 .13 .13 36.1500 | .13 .12 .12 .12 .12 36.4000 | .12 .11 .11 .11 .11 36.6500 | .11 .10 .10 .10 .10 36.9000 | .10 .10 .09 .09 .09 37.1500 | .09 .09 .09 .09 .08 37.4000 | .08 .08 .08 .08 .08 37.6500 | .08 .08 .07 .07 .07 37.9000 | .07 .07 .07 .07 .07 38.1500 | .06 .06 .06 .06 .06 38.4000 | .06 .06 .06 .06 .06 38.6500 | .05 .05 .05 .05 .05 38.9000 | .05 .05 .05 .05 .05 39.1500 | .05 .05 .05 .04 .04 39.4000 | .04 .04 .04 .04 .04 39.6500 | .04 .04 .04 .04 .04 39.9000 | .04 .04 .04 .03 .03 40.1500 | .03 .03 .03 .03 .03 40.4000 | .03 .03 .03 .03 .03 40.6500 | .03 .03 .03 .03 .03 40.9000 | .03 .03 .03 .02 .02 41.1500 | .02 .02 .02 .02 .02 41.4000 | .02 .02 .02 .02 .02 41.6500 | .02 .02 .02 .02 .02 41.9000 | .02 .02 .02 .02 .02 42.1500 | .02 .02 .02 .02 .02 42.4000 | .02 .02 .02 .02 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .01 44.1500 | .01 .01 .01 .01 .01 44.4000 | .01 .01 .01 .01 .01 44.6500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.58 Name.... REACH 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.9000 | .01 .01 .01 .01 .01 45.1500 | .01 .01 .01 .01 .01 45.4000 | .01 .01 .01 .01 .01 45.6500 | .01 .01 .01 .01 .01 45.9000 | .01 .01 .01 .01 .01 46.1500 | .01 .01 .01 .01 .01 46.4000 | .01 .01 .01 .01 .01 46.6500 | .01 .01 .01 .01 .01 46.9000 | .01 .01 .01 .01 .01 47.1500 | .01 .01 .01 .01 .01 47.4000 | .01 .01 .01 .01 .01 47.6500 | .01 .01 .01 .01 .01 47.9000 | .01 .01 .01 .01 .01 48.1500 | .01 .01 .01 .01 .01 48.4000 | .01 .01 .01 .01 .01 48.6500 | .01 .01 .01 .01 .01 48.9000 | .01 .01 .01 .01 .01 49.1500 | .01 .01 .01 .01 .01 49.4000 | .01 .01 .01 .01 .01 49.6500 | .01 .01 .01 .01 .01 49.9000 | .01 .01 .01 .01 .01 50.1500 | .01 .01 .01 .01 .01 50.4000 | .01 .01 .01 .01 .01 50.6500 | .01 .01 .01 .01 .01 50.9000 | .01 .01 .01 .01 .01 51.1500 | .01 .01 .01 .01 .01 51.4000 | .01 .01 .01 .01 .01 51.6500 | .01 .01 .01 .01 .01 51.9000 | .01 .01 .01 .01 .01 52.1500 | .01 .01 .01 .01 .01 52.4000 | .01 .01 .01 .01 .01 52.6500 | .01 .01 .01 .01 .01 52.9000 | .01 .01 .01 .01 .01 53.1500 | .01 .01 .01 .01 .01 53.4000 | .01 .01 .01 .01 .01 53.6500 | .01 .01 .01 .01 .01 53.9000 | .01 .01 .01 .01 .01 54.1500 | .01 .01 .01 .01 .01 54.4000 | .01 .01 .01 .01 .01 54.6500 | .01 .01 .01 .01 .01 54.9000 | .01 .01 .01 .01 .01 55.1500 | .01 .01 .01 .01 .01 55.4000 | .01 .01 .01 .01 .01 55.6500 | .01 .01 .01 .00 .00 55.9000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.59 Name.... REACH 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.1500 | .00 .00 .00 .00 .00 56.4000 | .00 .00 .00 .00 .00 56.6500 | .00 .00 .00 .00 .00 56.9000 | .00 .00 .00 .00 .00 57.1500 | .00 .00 .00 .00 .00 57.4000 | .00 .00 .00 .00 .00 57.6500 | .00 .00 .00 .00 .00 57.9000 | .00 .00 .00 .00 .00 58.1500 | .00 .00 .00 .00 .00 58.4000 | .00 .00 .00 .00 .00 58.6500 | .00 .00 .00 .00 .00 58.9000 | .00 .00 .00 .00 .00 59.1500 | .00 .00 .00 .00 .00 59.4000 | .00 .00 .00 .00 .00 59.6500 | .00 .00 .00 .00 .00 59.9000 | .00 .00 .00 .00 .00 60.1500 | .00 .00 .00 .00 .00 60.4000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.60 Name.... REACH 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J4 100-yr Outflow HYG file = NONE STORED - REACH 30 100-yr Reach Link Data = REACH 30 Reach Length = 2050.00 ft Approx. Total Tt = .1581 hrs (based on Wtd.Q = 755.39 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1606.91 cfs at 12.7000 hrs Peak Outflow = 1583.95 cfs at 12.8000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 15347770 - Infiltration = 0 - HYG Vol OUT = 15347680 - Retained Vol = 100 ---------- Unrouted Vol = 10 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.61 Name.... REACH 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 30 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1583.95 cfs Time to Peak = 12.8000 hrs HYG Volume = 15347680 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8500 | .00 .00 .00 .00 .00 3.1000 | .00 .00 .00 .00 .00 3.3500 | .00 .00 .01 .01 .01 3.6000 | .03 .06 .08 .11 .14 3.8500 | .16 .19 .22 .25 .29 4.1000 | .32 .35 .39 .42 .46 4.3500 | .50 .54 .58 .62 .67 4.6000 | .71 .76 .81 .86 .91 4.8500 | .97 1.02 1.08 1.13 1.19 5.1000 | 1.25 1.31 1.38 1.44 1.51 5.3500 | 1.57 1.64 1.71 1.78 1.85 5.6000 | 1.93 2.00 2.08 2.16 2.24 5.8500 | 2.32 2.41 2.50 2.59 2.68 6.1000 | 2.77 2.87 2.97 3.08 3.18 6.3500 | 3.29 3.40 3.52 3.63 3.75 6.6000 | 3.88 4.00 4.13 4.25 4.39 6.8500 | 4.65 4.89 5.13 5.36 5.58 7.1000 | 5.80 6.02 6.23 6.44 6.65 7.3500 | 6.87 7.08 7.30 7.51 7.74 7.6000 | 7.98 8.24 8.52 8.82 9.13 7.8500 | 9.46 9.81 10.17 10.55 10.93 8.1000 | 11.33 11.74 12.17 12.62 13.08 8.3500 | 13.58 14.09 14.79 15.50 16.22 8.6000 | 16.95 17.70 18.48 19.30 20.14 8.8500 | 21.01 21.90 22.81 23.75 24.70 9.1000 | 25.68 26.69 27.72 28.87 30.11 9.3500 | 31.35 32.58 33.82 35.08 36.37 9.6000 | 37.66 38.97 40.28 41.61 42.95 9.8500 | 44.30 45.69 47.18 48.77 50.37 10.1000 | 51.98 53.61 55.28 57.00 58.78 10.3500 | 60.61 62.50 64.45 66.47 68.55 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.62 Name.... REACH 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.6000 | 70.90 73.33 75.84 78.43 81.16 10.8500 | 84.05 87.09 90.28 93.63 97.30 11.1000 | 101.24 105.33 109.63 114.22 119.10 11.3500 | 124.30 130.12 136.36 143.01 150.24 11.6000 | 158.33 168.13 180.16 195.54 216.59 11.8500 | 245.04 284.59 337.38 405.30 488.37 12.1000 | 582.60 682.76 787.68 897.37 1004.90 12.3500 | 1102.45 1190.46 1271.52 1346.34 1412.30 12.6000 | 1469.30 1516.07 1551.44 1573.85 1583.95 12.8500 | 1581.86 1568.22 1544.43 1511.45 1470.76 13.1000 | 1423.04 1370.59 1315.44 1258.33 1201.44 13.3500 | 1145.29 1091.53 1039.79 991.24 945.22 13.6000 | 902.50 861.99 824.46 788.98 755.61 13.8500 | 724.57 695.07 667.52 641.67 617.03 14.1000 | 593.83 572.04 551.26 531.50 513.35 14.3500 | 496.17 479.95 464.65 450.65 437.42 14.6000 | 424.89 413.01 401.75 391.35 381.44 14.8500 | 372.01 363.01 354.42 346.22 338.58 15.1000 | 331.33 324.37 317.71 311.34 305.21 15.3500 | 299.32 293.63 288.23 283.09 278.05 15.6000 | 273.08 268.08 262.92 257.54 251.97 15.8500 | 246.26 240.60 235.09 229.62 224.28 16.1000 | 219.13 214.17 209.41 204.84 200.48 16.3500 | 196.46 192.64 188.95 185.41 182.02 16.6000 | 178.80 175.73 172.79 169.98 167.28 16.8500 | 164.70 162.23 159.88 157.73 155.65 17.1000 | 153.64 151.70 149.83 148.04 146.32 17.3500 | 144.67 143.08 141.57 140.13 138.76 17.6000 | 137.43 136.16 134.93 133.74 132.59 17.8500 | 131.46 130.37 129.30 128.26 127.24 18.1000 | 126.25 125.29 124.38 123.48 122.59 18.3500 | 121.71 120.84 119.97 119.12 118.27 18.6000 | 117.43 116.60 115.78 114.96 114.15 18.8500 | 113.34 112.55 111.75 110.96 110.18 19.1000 | 109.40 108.62 107.85 107.08 106.32 19.3500 | 105.57 104.83 104.09 103.36 102.62 19.6000 | 101.88 101.15 100.41 99.68 98.95 19.8500 | 98.22 97.49 96.76 96.03 95.30 20.1000 | 94.61 93.93 93.24 92.55 91.86 20.3500 | 91.17 90.48 89.80 89.12 88.46 20.6000 | 87.80 87.15 86.51 85.89 85.28 20.8500 | 84.68 84.11 83.55 83.00 82.48 21.1000 | 81.98 81.49 81.03 80.59 80.16 21.3500 | 79.75 79.37 78.99 78.64 78.30 21.6000 | 77.98 77.67 77.37 77.08 76.81 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.63 Name.... REACH 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.8500 | 76.55 76.30 76.06 75.83 75.61 22.1000 | 75.39 75.18 74.98 74.78 74.58 22.3500 | 74.39 74.20 74.01 73.83 73.65 22.6000 | 73.48 73.31 73.14 72.97 72.80 22.8500 | 72.64 72.48 72.32 72.16 72.00 23.1000 | 71.85 71.69 71.54 71.39 71.23 23.3500 | 71.08 70.93 70.78 70.63 70.49 23.6000 | 70.34 70.19 70.04 69.90 69.75 23.8500 | 69.60 69.46 69.31 69.17 69.01 24.1000 | 68.82 68.58 68.23 67.76 67.14 24.3500 | 66.38 65.50 64.51 63.42 62.25 24.6000 | 60.97 59.59 58.10 56.49 54.77 24.8500 | 52.97 51.10 49.17 47.20 45.32 25.1000 | 43.47 41.56 39.61 37.65 35.72 25.3500 | 33.85 32.03 30.27 28.56 27.11 25.6000 | 25.74 24.38 23.06 21.78 20.55 25.8500 | 19.40 18.32 17.30 16.34 15.43 26.1000 | 14.58 13.85 13.27 12.69 12.13 26.3500 | 11.58 11.05 10.54 10.04 9.57 26.6000 | 9.11 8.66 8.24 7.83 7.44 26.8500 | 7.08 6.74 6.43 6.14 5.87 27.1000 | 5.61 5.38 5.15 4.94 4.74 27.3500 | 4.55 4.37 4.28 4.19 4.10 27.6000 | 4.01 3.92 3.83 3.74 3.65 27.8500 | 3.56 3.48 3.39 3.31 3.22 28.1000 | 3.14 3.06 2.98 2.91 2.83 28.3500 | 2.76 2.69 2.62 2.55 2.48 28.6000 | 2.42 2.35 2.29 2.23 2.18 28.8500 | 2.12 2.07 2.01 1.96 1.91 29.1000 | 1.87 1.82 1.77 1.73 1.69 29.3500 | 1.65 1.61 1.57 1.53 1.50 29.6000 | 1.46 1.43 1.39 1.36 1.33 29.8500 | 1.30 1.27 1.24 1.21 1.19 30.1000 | 1.16 1.14 1.11 1.09 1.06 30.3500 | 1.04 1.02 1.00 .98 .96 30.6000 | .94 .92 .90 .88 .87 30.8500 | .85 .83 .82 .80 .78 31.1000 | .77 .75 .74 .73 .71 31.3500 | .70 .68 .67 .66 .65 31.6000 | .64 .62 .61 .60 .59 31.8500 | .58 .57 .56 .55 .54 32.1000 | .53 .52 .51 .50 .49 32.3500 | .48 .48 .47 .46 .45 32.6000 | .44 .44 .43 .42 .41 32.8500 | .41 .40 .39 .39 .38 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.64 Name.... REACH 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.1000 | .37 .37 .36 .36 .35 33.3500 | .34 .34 .33 .33 .32 33.6000 | .32 .31 .31 .30 .30 33.8500 | .29 .29 .28 .28 .27 34.1000 | .27 .26 .26 .25 .25 34.3500 | .25 .24 .24 .23 .23 34.6000 | .23 .22 .22 .22 .21 34.8500 | .21 .20 .20 .20 .19 35.1000 | .19 .19 .19 .18 .18 35.3500 | .18 .17 .17 .17 .17 35.6000 | .16 .16 .16 .15 .15 35.8500 | .15 .15 .14 .14 .14 36.1000 | .14 .14 .13 .13 .13 36.3500 | .13 .12 .12 .12 .12 36.6000 | .12 .11 .11 .11 .11 36.8500 | .11 .11 .10 .10 .10 37.1000 | .10 .10 .10 .09 .09 37.3500 | .09 .09 .09 .09 .09 37.6000 | .08 .08 .08 .08 .08 37.8500 | .08 .08 .07 .07 .07 38.1000 | .07 .07 .07 .07 .07 38.3500 | .07 .06 .06 .06 .06 38.6000 | .06 .06 .06 .06 .06 38.8500 | .06 .05 .05 .05 .05 39.1000 | .05 .05 .05 .05 .05 39.3500 | .05 .05 .05 .04 .04 39.6000 | .04 .04 .04 .04 .04 39.8500 | .04 .04 .04 .04 .04 40.1000 | .04 .04 .04 .04 .03 40.3500 | .03 .03 .03 .03 .03 40.6000 | .03 .03 .03 .03 .03 40.8500 | .03 .03 .03 .03 .03 41.1000 | .03 .03 .03 .03 .02 41.3500 | .02 .02 .02 .02 .02 41.6000 | .02 .02 .02 .02 .02 41.8500 | .02 .02 .02 .02 .02 42.1000 | .02 .02 .02 .02 .02 42.3500 | .02 .02 .02 .02 .02 42.6000 | .02 .02 .02 .02 .02 42.8500 | .01 .01 .01 .01 .01 43.1000 | .01 .01 .01 .01 .01 43.3500 | .01 .01 .01 .01 .01 43.6000 | .01 .01 .01 .01 .01 43.8500 | .01 .01 .01 .01 .01 44.1000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.65 Name.... REACH 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.3500 | .01 .01 .01 .01 .01 44.6000 | .01 .01 .01 .01 .01 44.8500 | .01 .01 .01 .01 .01 45.1000 | .01 .01 .01 .01 .01 45.3500 | .01 .01 .01 .01 .01 45.6000 | .01 .01 .01 .01 .01 45.8500 | .01 .01 .01 .01 .01 46.1000 | .01 .01 .01 .01 .01 46.3500 | .01 .01 .01 .01 .01 46.6000 | .01 .01 .01 .01 .01 46.8500 | .01 .01 .01 .01 .01 47.1000 | .01 .01 .01 .01 .01 47.3500 | .01 .01 .01 .01 .01 47.6000 | .01 .01 .01 .01 .01 47.8500 | .01 .01 .01 .01 .01 48.1000 | .01 .01 .01 .01 .01 48.3500 | .01 .01 .01 .01 .01 48.6000 | .01 .01 .01 .01 .01 48.8500 | .01 .01 .01 .01 .01 49.1000 | .01 .01 .01 .01 .01 49.3500 | .01 .01 .01 .01 .01 49.6000 | .01 .01 .01 .01 .01 49.8500 | .01 .01 .01 .01 .01 50.1000 | .01 .01 .01 .01 .01 50.3500 | .01 .01 .01 .01 .01 50.6000 | .01 .01 .01 .01 .01 50.8500 | .01 .01 .01 .01 .01 51.1000 | .01 .01 .01 .01 .01 51.3500 | .01 .01 .01 .01 .01 51.6000 | .01 .01 .01 .01 .01 51.8500 | .01 .01 .01 .01 .01 52.1000 | .01 .01 .01 .01 .01 52.3500 | .01 .01 .01 .01 .01 52.6000 | .01 .01 .01 .01 .01 52.8500 | .01 .01 .01 .01 .01 53.1000 | .01 .01 .01 .01 .01 53.3500 | .01 .01 .01 .01 .01 53.6000 | .01 .01 .01 .01 .01 53.8500 | .01 .01 .01 .01 .01 54.1000 | .01 .01 .01 .01 .01 54.3500 | .01 .01 .01 .01 .01 54.6000 | .01 .01 .01 .01 .01 54.8500 | .01 .01 .01 .01 .01 55.1000 | .01 .01 .01 .01 .01 55.3500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.66 Name.... REACH 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 55.6000 | .01 .01 .01 .01 .01 55.8500 | .01 .01 .01 .01 .00 56.1000 | .00 .00 .00 .00 .00 56.3500 | .00 .00 .00 .00 .00 56.6000 | .00 .00 .00 .00 .00 56.8500 | .00 .00 .00 .00 .00 57.1000 | .00 .00 .00 .00 .00 57.3500 | .00 .00 .00 .00 .00 57.6000 | .00 .00 .00 .00 .00 57.8500 | .00 .00 .00 .00 .00 58.1000 | .00 .00 .00 .00 .00 58.3500 | .00 .00 .00 .00 .00 58.6000 | .00 .00 .00 .00 .00 58.8500 | .00 .00 .00 .00 .00 59.1000 | .00 .00 .00 .00 .00 59.3500 | .00 .00 .00 .00 .00 59.6000 | .00 .00 .00 .00 .00 59.8500 | .00 .00 .00 .00 .00 60.1000 | .00 .00 .00 .00 .00 60.3500 | .00 .00 .00 .00 .00 60.6000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.67 Name.... REACH 40 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J5 15-Yr Outflow HYG file = NONE STORED - REACH 40 15-Yr Reach Link Data = REACH 40 Reach Length = 1095.00 ft Approx. Total Tt = .0928 hrs (based on Wtd.Q = 531.96 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 573.00 .00 0 0 .00 .00 .00 573.01 .01 165 16469 .00 .01 1.84 573.40 4.38 6921 18177 .00 4.38 81.28 573.80 14.11 14541 19929 .00 14.11 175.68 574.20 28.22 22864 21681 .00 28.22 282.26 574.60 46.44 31886 23433 .00 46.44 400.72 575.00 68.71 41610 25185 .00 68.71 531.05 575.40 95.06 52035 26937 .00 95.06 673.23 575.80 125.54 63159 28689 .00 125.54 827.31 576.20 160.25 74986 30441 .00 160.25 993.43 576.60 199.28 87512 32193 .00 199.28 1171.63 577.00 242.75 100740 33945 .00 242.75 1362.08 577.40 290.78 114669 35697 .00 290.78 1564.88 577.80 343.48 129297 37449 .00 343.48 1780.12 578.20 401.00 144628 39201 .00 401.00 2007.98 578.60 463.44 160657 40953 .00 463.44 2248.52 579.00 530.95 177390 42705 .00 530.95 2501.95 579.40 603.65 194824 44457 .00 603.65 2768.35 579.80 681.65 212955 46209 .00 681.65 3047.81 580.20 765.10 231790 47961 .00 765.10 3340.55 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.68 Name.... REACH 40 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J5 15-Yr Outflow HYG file = NONE STORED - REACH 40 15-Yr Reach Link Data = REACH 40 Reach Length = 1095.00 ft Approx. Total Tt = .0928 hrs (based on Wtd.Q = 531.96 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 580.60 854.10 251323 49713 .00 854.10 3646.58 581.00 948.81 271560 51465 .00 948.81 3966.15 581.40 1049.34 292498 53217 .00 1049.34 4299.32 581.80 1155.80 314133 54969 .00 1155.80 4646.16 582.20 1268.33 336472 56721 .00 1268.33 5006.91 582.60 1387.03 359509 58473 .00 1387.03 5381.57 583.00 1512.05 383250 60225 .00 1512.05 5770.39 583.40 1643.51 407692 61977 .00 1643.51 6173.42 583.80 1781.49 432831 63729 .00 1781.49 6590.72 584.20 1926.15 458674 65481 .00 1926.15 7022.53 584.60 2077.58 485215 67233 .00 2077.58 7468.85 585.00 2235.92 512460 68985 .00 2235.92 7929.92 585.40 2401.29 540406 70737 .00 2401.29 8405.80 585.80 2573.76 569049 72489 .00 2573.76 8896.52 586.20 2753.50 598397 74241 .00 2753.50 9402.35 586.60 2940.57 628441 75993 .00 2940.57 9923.24 587.00 3135.13 659190 77745 .00 3135.13 10459.47 587.40 3337.29 690640 79497 .00 3337.29 11011.07 587.80 3547.10 722787 81249 .00 3547.10 11578.07 588.20 3764.76 755639 83001 .00 3764.76 12160.74 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.69 Name.... REACH 40 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J5 15-Yr Outflow HYG file = NONE STORED - REACH 40 15-Yr Reach Link Data = REACH 40 Reach Length = 1095.00 ft Approx. Total Tt = .0928 hrs (based on Wtd.Q = 531.96 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 588.60 3990.29 789186 84753 .00 3990.29 12759.02 589.00 4223.88 823440 86505 .00 4223.88 13373.21 589.40 4465.60 858395 88257 .00 4465.60 14003.31 589.80 4715.52 894045 90009 .00 4715.52 14649.35 590.20 4973.83 930401 91761 .00 4973.83 15311.62 590.60 5240.55 967452 93513 .00 5240.55 15990.02 591.00 5515.87 1005210 95265 .00 5515.87 16684.87 591.40 5799.85 1043669 97017 .00 5799.85 17396.17 591.80 6092.55 1082822 98769 .00 6092.55 18123.91 592.20 6394.18 1122683 100521 .00 6394.18 18868.43 592.60 6704.73 1163238 102273 .00 6704.73 19629.59 593.00 7024.40 1204500 104025 .00 7024.40 20407.73 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.70 Name.... REACH 40 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J5 15-Yr Outflow HYG file = NONE STORED - REACH 40 15-Yr Reach Link Data = REACH 40 Reach Length = 1095.00 ft Approx. Total Tt = .0928 hrs (based on Wtd.Q = 531.96 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1106.61 cfs at 12.8500 hrs Peak Outflow = 1101.42 cfs at 12.9000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 10744700 - Infiltration = 0 - HYG Vol OUT = 10744640 - Retained Vol = 53 ---------- Unrouted Vol = -6 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.71 Name.... REACH 40 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 40 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1101.42 cfs Time to Peak = 12.9000 hrs HYG Volume = 10744640 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.0500 | .00 .00 .00 .00 .00 4.3000 | .00 .00 .00 .00 .00 4.5500 | .00 .00 .00 .00 .00 4.8000 | .00 .01 .01 .01 .03 5.0500 | .05 .07 .10 .12 .15 5.3000 | .17 .19 .22 .25 .27 5.5500 | .30 .33 .36 .39 .42 5.8000 | .45 .49 .52 .55 .59 6.0500 | .63 .66 .70 .74 .78 6.3000 | .82 .86 .91 .95 1.00 6.5500 | 1.04 1.09 1.14 1.18 1.23 6.8000 | 1.28 1.33 1.39 1.44 1.49 7.0500 | 1.55 1.60 1.66 1.72 1.78 7.3000 | 1.84 1.90 1.97 2.03 2.10 7.5500 | 2.16 2.23 2.30 2.38 2.45 7.8000 | 2.53 2.60 2.68 2.77 2.85 8.0500 | 2.93 3.02 3.11 3.20 3.29 8.3000 | 3.38 3.48 3.58 3.69 3.81 8.5500 | 3.94 4.09 4.24 4.42 4.72 8.8000 | 5.01 5.29 5.56 5.82 6.08 9.0500 | 6.33 6.59 6.85 7.12 7.40 9.3000 | 7.69 7.99 8.32 8.67 9.04 9.5500 | 9.44 9.85 10.30 10.76 11.24 9.8000 | 11.75 12.29 12.86 13.49 14.18 10.0500 | 15.11 16.03 16.96 17.91 18.86 10.3000 | 19.84 20.84 21.88 22.95 24.05 10.5500 | 25.20 26.40 27.68 29.19 30.84 10.8000 | 32.52 34.24 36.02 37.87 39.80 11.0500 | 41.82 43.92 46.17 48.82 51.61 11.3000 | 54.51 57.55 60.75 64.13 67.72 11.5500 | 71.84 76.36 81.29 86.92 93.74 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.72 Name.... REACH 40 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.8000 | 103.00 115.31 132.48 156.95 190.84 12.0500 | 235.28 290.99 356.96 429.19 503.77 12.3000 | 577.59 648.80 716.51 780.46 840.94 12.5500 | 897.55 948.73 994.38 1032.34 1062.36 12.8000 | 1083.95 1096.84 1101.42 1098.17 1087.80 13.0500 | 1071.01 1048.48 1021.69 991.03 957.33 13.3000 | 922.16 885.90 849.31 813.69 778.60 13.5500 | 745.13 713.19 682.45 653.77 626.14 13.8000 | 599.61 574.62 550.42 527.27 505.77 14.0500 | 485.33 465.92 447.90 430.66 414.32 14.3000 | 399.03 385.04 371.81 359.43 347.82 14.5500 | 337.08 326.92 317.09 307.59 298.37 14.8000 | 289.38 280.78 272.24 263.89 255.85 15.0500 | 248.15 240.86 234.05 227.45 221.13 15.3000 | 215.15 209.54 204.23 199.20 194.63 15.5500 | 190.20 185.95 181.88 177.97 174.25 15.8000 | 170.73 167.37 164.14 161.02 158.11 16.0500 | 155.31 152.58 149.94 147.38 144.92 16.3000 | 142.54 140.25 138.05 135.94 133.94 16.5500 | 132.02 130.16 128.36 126.61 124.95 16.8000 | 123.38 121.83 120.32 118.84 117.42 17.0500 | 116.04 114.72 113.45 112.22 111.04 17.3000 | 109.90 108.80 107.74 106.72 105.73 17.5500 | 104.77 103.85 102.96 102.11 101.29 17.8000 | 100.48 99.69 98.91 98.15 97.40 18.0500 | 96.67 95.95 95.25 94.60 93.95 18.3000 | 93.31 92.66 92.03 91.40 90.77 18.5500 | 90.15 89.54 88.93 88.33 87.73 18.8000 | 87.14 86.55 85.96 85.38 84.80 19.0500 | 84.23 83.66 83.10 82.54 81.99 19.3000 | 81.43 80.89 80.34 79.79 79.24 19.5500 | 78.70 78.15 77.60 77.06 76.51 19.8000 | 75.96 75.41 74.87 74.33 73.80 20.0500 | 73.28 72.76 72.24 71.71 71.19 20.3000 | 70.67 70.15 69.63 69.12 68.61 20.5500 | 68.15 67.67 67.20 66.73 66.26 20.8000 | 65.80 65.35 64.91 64.48 64.06 21.0500 | 63.65 63.25 62.87 62.49 62.13 21.3000 | 61.79 61.46 61.14 60.83 60.53 21.5500 | 60.25 59.98 59.72 59.47 59.23 21.8000 | 59.00 58.78 58.57 58.37 58.17 22.0500 | 57.98 57.80 57.62 57.45 57.28 22.3000 | 57.12 56.96 56.81 56.66 56.51 22.5500 | 56.37 56.23 56.09 55.96 55.83 22.8000 | 55.70 55.58 55.45 55.33 55.21 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.73 Name.... REACH 40 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.0500 | 55.09 54.97 54.85 54.74 54.62 23.3000 | 54.50 54.39 54.27 54.16 54.04 23.5500 | 53.93 53.82 53.71 53.59 53.48 23.8000 | 53.37 53.26 53.15 53.04 52.93 24.0500 | 52.81 52.70 52.56 52.38 52.13 24.3000 | 51.79 51.34 50.78 50.13 49.39 24.5500 | 48.57 47.68 46.72 45.78 44.80 24.8000 | 43.75 42.62 41.39 40.07 38.70 25.0500 | 37.31 35.90 34.50 33.09 31.69 25.3000 | 30.34 29.04 27.84 26.75 25.63 25.5500 | 24.51 23.38 22.27 21.18 20.13 25.8000 | 19.11 18.13 17.19 16.31 15.52 26.0500 | 14.78 14.10 13.59 13.08 12.57 26.3000 | 12.06 11.56 11.07 10.58 10.11 26.5500 | 9.65 9.20 8.78 8.36 7.97 26.8000 | 7.60 7.25 6.92 6.60 6.31 27.0500 | 6.03 5.76 5.51 5.28 5.08 27.3000 | 4.90 4.73 4.58 4.45 4.35 27.5500 | 4.28 4.21 4.14 4.07 3.99 27.8000 | 3.91 3.84 3.76 3.68 3.60 28.0500 | 3.53 3.45 3.37 3.29 3.22 28.3000 | 3.14 3.07 2.99 2.92 2.85 28.5500 | 2.78 2.71 2.65 2.58 2.51 28.8000 | 2.45 2.39 2.33 2.27 2.21 29.0500 | 2.16 2.10 2.05 2.00 1.95 29.3000 | 1.90 1.85 1.81 1.76 1.72 29.5500 | 1.68 1.63 1.59 1.56 1.52 29.8000 | 1.48 1.45 1.41 1.38 1.35 30.0500 | 1.31 1.28 1.25 1.23 1.20 30.3000 | 1.17 1.14 1.12 1.09 1.07 30.5500 | 1.05 1.02 1.00 .98 .96 30.8000 | .94 .92 .90 .88 .86 31.0500 | .85 .83 .81 .80 .78 31.3000 | .76 .75 .73 .72 .71 31.5500 | .69 .68 .67 .65 .64 31.8000 | .63 .62 .60 .59 .58 32.0500 | .57 .56 .55 .54 .53 32.3000 | .52 .51 .50 .49 .48 32.5500 | .48 .47 .46 .45 .44 32.8000 | .44 .43 .42 .41 .41 33.0500 | .40 .39 .39 .38 .37 33.3000 | .37 .36 .35 .35 .34 33.5500 | .34 .33 .32 .32 .31 33.8000 | .31 .30 .30 .29 .29 34.0500 | .28 .28 .27 .27 .27 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.74 Name.... REACH 40 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.3000 | .26 .26 .25 .25 .24 34.5500 | .24 .24 .23 .23 .22 34.8000 | .22 .22 .21 .21 .21 35.0500 | .20 .20 .20 .19 .19 35.3000 | .19 .18 .18 .18 .17 35.5500 | .17 .17 .17 .16 .16 35.8000 | .16 .16 .15 .15 .15 36.0500 | .15 .14 .14 .14 .14 36.3000 | .13 .13 .13 .13 .13 36.5500 | .12 .12 .12 .12 .12 36.8000 | .11 .11 .11 .11 .11 37.0500 | .10 .10 .10 .10 .10 37.3000 | .10 .09 .09 .09 .09 37.5500 | .09 .09 .09 .08 .08 37.8000 | .08 .08 .08 .08 .08 38.0500 | .08 .07 .07 .07 .07 38.3000 | .07 .07 .07 .07 .06 38.5500 | .06 .06 .06 .06 .06 38.8000 | .06 .06 .06 .06 .05 39.0500 | .05 .05 .05 .05 .05 39.3000 | .05 .05 .05 .05 .05 39.5500 | .05 .05 .04 .04 .04 39.8000 | .04 .04 .04 .04 .04 40.0500 | .04 .04 .04 .04 .04 40.3000 | .04 .04 .03 .03 .03 40.5500 | .03 .03 .03 .03 .03 40.8000 | .03 .03 .03 .03 .03 41.0500 | .03 .03 .03 .03 .03 41.3000 | .03 .03 .02 .02 .02 41.5500 | .02 .02 .02 .02 .02 41.8000 | .02 .02 .02 .02 .02 42.0500 | .02 .02 .02 .02 .02 42.3000 | .02 .02 .02 .02 .02 42.5500 | .02 .02 .02 .02 .02 42.8000 | .02 .02 .02 .01 .01 43.0500 | .01 .01 .01 .01 .01 43.3000 | .01 .01 .01 .01 .01 43.5500 | .01 .01 .01 .01 .01 43.8000 | .01 .01 .01 .01 .01 44.0500 | .01 .01 .01 .01 .01 44.3000 | .01 .01 .01 .01 .01 44.5500 | .01 .01 .01 .01 .01 44.8000 | .01 .01 .01 .01 .01 45.0500 | .01 .01 .01 .01 .01 45.3000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.75 Name.... REACH 40 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.5500 | .01 .01 .01 .01 .01 45.8000 | .01 .01 .01 .01 .01 46.0500 | .01 .01 .01 .01 .01 46.3000 | .01 .01 .01 .01 .01 46.5500 | .01 .01 .01 .01 .01 46.8000 | .01 .01 .01 .01 .01 47.0500 | .01 .01 .01 .01 .01 47.3000 | .01 .01 .01 .01 .01 47.5500 | .01 .01 .01 .01 .01 47.8000 | .01 .01 .01 .01 .01 48.0500 | .01 .01 .01 .01 .01 48.3000 | .01 .01 .01 .01 .01 48.5500 | .01 .01 .01 .01 .01 48.8000 | .01 .01 .01 .01 .01 49.0500 | .01 .01 .01 .01 .01 49.3000 | .01 .01 .01 .01 .01 49.5500 | .01 .01 .01 .01 .01 49.8000 | .01 .01 .01 .01 .01 50.0500 | .01 .01 .01 .01 .01 50.3000 | .01 .01 .01 .01 .01 50.5500 | .01 .01 .01 .01 .01 50.8000 | .01 .01 .01 .01 .01 51.0500 | .01 .01 .01 .01 .01 51.3000 | .01 .01 .01 .01 .01 51.5500 | .01 .01 .01 .01 .01 51.8000 | .01 .01 .01 .01 .01 52.0500 | .01 .01 .01 .01 .01 52.3000 | .01 .01 .01 .01 .01 52.5500 | .01 .01 .01 .01 .01 52.8000 | .01 .01 .01 .01 .01 53.0500 | .01 .01 .01 .01 .01 53.3000 | .01 .01 .01 .01 .01 53.5500 | .01 .01 .01 .01 .01 53.8000 | .01 .01 .01 .01 .01 54.0500 | .01 .01 .01 .01 .01 54.3000 | .01 .01 .01 .01 .01 54.5500 | .01 .01 .01 .01 .01 54.8000 | .01 .01 .01 .01 .01 55.0500 | .01 .01 .01 .01 .01 55.3000 | .01 .01 .01 .01 .01 55.5500 | .01 .01 .01 .01 .01 55.8000 | .01 .01 .01 .01 .01 56.0500 | .01 .01 .01 .01 .01 56.3000 | .01 .01 .01 .01 .01 56.5500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.76 Name.... REACH 40 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.8000 | .01 .01 .01 .01 .01 57.0500 | .01 .01 .01 .01 .01 57.3000 | .01 .01 .01 .01 .01 57.5500 | .01 .01 .01 .01 .01 57.8000 | .01 .01 .01 .01 .01 58.0500 | .01 .01 .01 .01 .01 58.3000 | .01 .01 .01 .01 .01 58.5500 | .01 .01 .01 .01 .01 58.8000 | .01 .01 .01 .01 .01 59.0500 | .01 .01 .01 .01 .01 59.3000 | .01 .01 .01 .01 .01 59.5500 | .01 .01 .01 .01 .01 59.8000 | .01 .01 .01 .01 .01 60.0500 | .01 .01 .01 .01 .01 60.3000 | .01 .01 .01 .01 .00 60.5500 | .00 .00 .00 .00 .00 60.8000 | .00 .00 .00 .00 .00 61.0500 | .00 .00 .00 .00 .00 61.3000 | .00 .00 .00 .00 .00 61.5500 | .00 .00 .00 .00 .00 61.8000 | .00 .00 .00 .00 .00 62.0500 | .00 .00 .00 .00 .00 62.3000 | .00 .00 .00 .00 .00 62.5500 | .00 .00 .00 .00 .00 62.8000 | .00 .00 .00 .00 .00 63.0500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.77 Name.... REACH 40 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J5 25-yr Outflow HYG file = NONE STORED - REACH 40 25-yr Reach Link Data = REACH 40 Reach Length = 1095.00 ft Approx. Total Tt = .0895 hrs (based on Wtd.Q = 607.36 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1267.84 cfs at 12.8500 hrs Peak Outflow = 1262.38 cfs at 12.9000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 12322420 - Infiltration = 0 - HYG Vol OUT = 12322370 - Retained Vol = 53 ---------- Unrouted Vol = -2 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.78 Name.... REACH 40 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 40 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1262.38 cfs Time to Peak = 12.9000 hrs HYG Volume = 12322370 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .01 .01 .01 .02 .04 4.7500 | .07 .09 .12 .14 .17 5.0000 | .19 .22 .25 .27 .30 5.2500 | .33 .37 .40 .43 .46 5.5000 | .50 .54 .57 .61 .65 5.7500 | .69 .73 .77 .82 .86 6.0000 | .91 .95 1.00 1.05 1.10 6.2500 | 1.15 1.20 1.25 1.30 1.36 6.5000 | 1.41 1.47 1.53 1.59 1.65 6.7500 | 1.71 1.77 1.83 1.90 1.97 7.0000 | 2.03 2.10 2.18 2.25 2.32 7.2500 | 2.40 2.48 2.56 2.64 2.73 7.5000 | 2.81 2.90 2.99 3.08 3.18 7.7500 | 3.27 3.37 3.47 3.58 3.69 8.0000 | 3.82 3.96 4.10 4.25 4.42 8.2500 | 4.72 4.99 5.24 5.48 5.72 8.5000 | 5.94 6.17 6.40 6.62 6.86 8.7500 | 7.10 7.35 7.62 7.91 8.22 9.0000 | 8.55 8.91 9.29 9.71 10.15 9.2500 | 10.62 11.11 11.64 12.19 12.78 9.5000 | 13.42 14.11 15.04 15.96 16.87 9.7500 | 17.77 18.68 19.60 20.53 21.48 10.0000 | 22.45 23.45 24.47 25.52 26.60 10.2500 | 27.75 29.09 30.54 32.00 33.48 10.5000 | 34.99 36.54 38.14 39.79 41.50 10.7500 | 43.27 45.11 47.13 49.43 51.80 11.0000 | 54.24 56.78 59.43 62.21 65.12 11.2500 | 68.16 71.61 75.29 79.14 83.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.79 Name.... REACH 40 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.5000 | 87.52 92.15 97.40 103.50 110.49 11.7500 | 118.91 129.97 145.22 166.23 195.73 12.0000 | 235.70 287.78 352.78 428.25 510.00 12.2500 | 594.14 677.61 758.17 834.87 907.82 12.5000 | 976.74 1040.79 1099.09 1149.64 1192.01 12.7500 | 1224.44 1246.86 1259.41 1262.38 1256.41 13.0000 | 1242.40 1221.21 1193.59 1160.55 1123.94 13.2500 | 1084.23 1042.65 1000.92 959.03 918.46 13.5000 | 878.90 840.89 804.86 770.23 737.89 13.7500 | 707.04 677.70 650.36 624.09 599.11 14.0000 | 575.76 553.17 531.29 510.86 491.29 14.2500 | 472.62 455.09 438.67 423.01 408.03 14.5000 | 394.07 381.10 368.94 357.61 347.01 14.7500 | 337.23 327.99 319.15 310.73 302.68 15.0000 | 294.85 287.25 279.80 272.34 264.97 15.2500 | 257.80 250.87 244.18 237.94 231.91 15.5000 | 226.08 220.46 215.13 210.09 205.29 15.7500 | 200.69 196.42 192.33 188.35 184.50 16.0000 | 180.79 177.22 173.81 170.58 167.50 16.2500 | 164.54 161.69 159.01 156.48 154.00 16.5000 | 151.61 149.30 147.08 144.93 142.86 16.7500 | 140.87 138.94 137.09 135.33 133.65 17.0000 | 132.02 130.46 128.94 127.47 126.06 17.2500 | 124.73 123.47 122.22 121.01 119.83 17.5000 | 118.69 117.59 116.53 115.50 114.51 17.7500 | 113.56 112.63 111.74 110.86 110.01 18.0000 | 109.17 108.35 107.55 106.76 105.99 18.2500 | 105.23 104.48 103.74 103.03 102.34 18.5000 | 101.66 100.98 100.32 99.65 98.99 18.7500 | 98.32 97.65 96.98 96.30 95.63 19.0000 | 94.97 94.35 93.72 93.09 92.45 19.2500 | 91.81 91.18 90.54 89.91 89.28 19.5000 | 88.65 88.03 87.40 86.78 86.15 19.7500 | 85.53 84.91 84.29 83.67 83.06 20.0000 | 82.46 81.85 81.25 80.65 80.05 20.2500 | 79.45 78.85 78.25 77.66 77.07 20.5000 | 76.49 75.92 75.36 74.81 74.27 20.7500 | 73.76 73.27 72.78 72.31 71.85 21.0000 | 71.39 70.95 70.52 70.11 69.71 21.2500 | 69.32 68.94 68.59 68.27 67.95 21.5000 | 67.64 67.34 67.04 66.76 66.49 21.7500 | 66.23 65.97 65.73 65.50 65.27 22.0000 | 65.05 64.84 64.64 64.44 64.25 22.2500 | 64.06 63.88 63.71 63.54 63.37 22.5000 | 63.20 63.04 62.89 62.73 62.58 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.80 Name.... REACH 40 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.7500 | 62.43 62.29 62.14 62.00 61.86 23.0000 | 61.72 61.58 61.44 61.31 61.18 23.2500 | 61.04 60.91 60.78 60.65 60.52 23.5000 | 60.39 60.26 60.14 60.01 59.88 23.7500 | 59.76 59.63 59.51 59.38 59.26 24.0000 | 59.13 59.01 58.87 58.72 58.51 24.2500 | 58.23 57.85 57.33 56.69 55.92 24.5000 | 55.04 54.06 53.00 51.87 50.69 24.7500 | 49.47 48.22 46.92 45.64 44.29 25.0000 | 42.84 41.33 39.78 38.21 36.63 25.2500 | 35.05 33.48 31.94 30.46 29.05 25.5000 | 27.75 26.58 25.40 24.22 23.04 25.7500 | 21.90 20.79 19.72 18.69 17.70 26.0000 | 16.78 15.93 15.15 14.43 13.83 26.2500 | 13.32 12.80 12.29 11.78 11.28 26.5000 | 10.79 10.31 9.84 9.39 8.95 26.7500 | 8.53 8.13 7.75 7.39 7.05 27.0000 | 6.73 6.43 6.14 5.87 5.62 27.2500 | 5.38 5.16 4.97 4.80 4.65 27.5000 | 4.51 4.38 4.31 4.24 4.17 27.7500 | 4.10 4.02 3.95 3.87 3.80 28.0000 | 3.72 3.64 3.56 3.48 3.41 28.2500 | 3.33 3.25 3.18 3.10 3.03 28.5000 | 2.96 2.89 2.81 2.75 2.68 28.7500 | 2.61 2.55 2.48 2.42 2.36 29.0000 | 2.30 2.24 2.19 2.13 2.08 29.2500 | 2.03 1.98 1.93 1.88 1.83 29.5000 | 1.79 1.74 1.70 1.66 1.62 29.7500 | 1.58 1.54 1.50 1.47 1.43 30.0000 | 1.40 1.37 1.34 1.31 1.28 30.2500 | 1.25 1.22 1.19 1.16 1.14 30.5000 | 1.11 1.09 1.06 1.04 1.02 30.7500 | 1.00 .98 .96 .94 .92 31.0000 | .90 .88 .86 .84 .83 31.2500 | .81 .79 .78 .76 .75 31.5000 | .73 .72 .70 .69 .68 31.7500 | .66 .65 .64 .63 .62 32.0000 | .60 .59 .58 .57 .56 32.2500 | .55 .54 .53 .52 .51 32.5000 | .50 .49 .48 .48 .47 32.7500 | .46 .45 .44 .44 .43 33.0000 | .42 .41 .41 .40 .39 33.2500 | .39 .38 .37 .37 .36 33.5000 | .35 .35 .34 .34 .33 33.7500 | .33 .32 .31 .31 .30 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.81 Name.... REACH 40 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.0000 | .30 .29 .29 .28 .28 34.2500 | .27 .27 .27 .26 .26 34.5000 | .25 .25 .24 .24 .24 34.7500 | .23 .23 .22 .22 .22 35.0000 | .21 .21 .21 .20 .20 35.2500 | .20 .19 .19 .19 .18 35.5000 | .18 .18 .18 .17 .17 35.7500 | .17 .16 .16 .16 .16 36.0000 | .15 .15 .15 .15 .14 36.2500 | .14 .14 .14 .13 .13 36.5000 | .13 .13 .13 .12 .12 36.7500 | .12 .12 .12 .11 .11 37.0000 | .11 .11 .11 .10 .10 37.2500 | .10 .10 .10 .10 .10 37.5000 | .09 .09 .09 .09 .09 37.7500 | .09 .08 .08 .08 .08 38.0000 | .08 .08 .08 .08 .07 38.2500 | .07 .07 .07 .07 .07 38.5000 | .07 .07 .07 .06 .06 38.7500 | .06 .06 .06 .06 .06 39.0000 | .06 .06 .06 .05 .05 39.2500 | .05 .05 .05 .05 .05 39.5000 | .05 .05 .05 .05 .05 39.7500 | .04 .04 .04 .04 .04 40.0000 | .04 .04 .04 .04 .04 40.2500 | .04 .04 .04 .04 .04 40.5000 | .03 .03 .03 .03 .03 40.7500 | .03 .03 .03 .03 .03 41.0000 | .03 .03 .03 .03 .03 41.2500 | .03 .03 .03 .03 .03 41.5000 | .02 .02 .02 .02 .02 41.7500 | .02 .02 .02 .02 .02 42.0000 | .02 .02 .02 .02 .02 42.2500 | .02 .02 .02 .02 .02 42.5000 | .02 .02 .02 .02 .02 42.7500 | .02 .02 .02 .02 .02 43.0000 | .02 .01 .01 .01 .01 43.2500 | .01 .01 .01 .01 .01 43.5000 | .01 .01 .01 .01 .01 43.7500 | .01 .01 .01 .01 .01 44.0000 | .01 .01 .01 .01 .01 44.2500 | .01 .01 .01 .01 .01 44.5000 | .01 .01 .01 .01 .01 44.7500 | .01 .01 .01 .01 .01 45.0000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.82 Name.... REACH 40 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.2500 | .01 .01 .01 .01 .01 45.5000 | .01 .01 .01 .01 .01 45.7500 | .01 .01 .01 .01 .01 46.0000 | .01 .01 .01 .01 .01 46.2500 | .01 .01 .01 .01 .01 46.5000 | .01 .01 .01 .01 .01 46.7500 | .01 .01 .01 .01 .01 47.0000 | .01 .01 .01 .01 .01 47.2500 | .01 .01 .01 .01 .01 47.5000 | .01 .01 .01 .01 .01 47.7500 | .01 .01 .01 .01 .01 48.0000 | .01 .01 .01 .01 .01 48.2500 | .01 .01 .01 .01 .01 48.5000 | .01 .01 .01 .01 .01 48.7500 | .01 .01 .01 .01 .01 49.0000 | .01 .01 .01 .01 .01 49.2500 | .01 .01 .01 .01 .01 49.5000 | .01 .01 .01 .01 .01 49.7500 | .01 .01 .01 .01 .01 50.0000 | .01 .01 .01 .01 .01 50.2500 | .01 .01 .01 .01 .01 50.5000 | .01 .01 .01 .01 .01 50.7500 | .01 .01 .01 .01 .01 51.0000 | .01 .01 .01 .01 .01 51.2500 | .01 .01 .01 .01 .01 51.5000 | .01 .01 .01 .01 .01 51.7500 | .01 .01 .01 .01 .01 52.0000 | .01 .01 .01 .01 .01 52.2500 | .01 .01 .01 .01 .01 52.5000 | .01 .01 .01 .01 .01 52.7500 | .01 .01 .01 .01 .01 53.0000 | .01 .01 .01 .01 .01 53.2500 | .01 .01 .01 .01 .01 53.5000 | .01 .01 .01 .01 .01 53.7500 | .01 .01 .01 .01 .01 54.0000 | .01 .01 .01 .01 .01 54.2500 | .01 .01 .01 .01 .01 54.5000 | .01 .01 .01 .01 .01 54.7500 | .01 .01 .01 .01 .01 55.0000 | .01 .01 .01 .01 .01 55.2500 | .01 .01 .01 .01 .01 55.5000 | .01 .01 .01 .01 .01 55.7500 | .01 .01 .01 .01 .01 56.0000 | .01 .01 .01 .01 .01 56.2500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.83 Name.... REACH 40 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.5000 | .01 .01 .01 .01 .01 56.7500 | .01 .01 .01 .01 .01 57.0000 | .01 .01 .01 .01 .01 57.2500 | .01 .01 .01 .01 .01 57.5000 | .01 .01 .01 .01 .01 57.7500 | .01 .01 .01 .01 .01 58.0000 | .01 .01 .01 .01 .01 58.2500 | .01 .01 .01 .01 .01 58.5000 | .01 .01 .01 .01 .01 58.7500 | .01 .01 .01 .01 .01 59.0000 | .01 .01 .01 .01 .01 59.2500 | .01 .01 .01 .01 .01 59.5000 | .01 .01 .01 .01 .01 59.7500 | .01 .01 .01 .01 .01 60.0000 | .01 .01 .01 .01 .01 60.2500 | .01 .01 .01 .01 .01 60.5000 | .01 .01 .00 .00 .00 60.7500 | .00 .00 .00 .00 .00 61.0000 | .00 .00 .00 .00 .00 61.2500 | .00 .00 .00 .00 .00 61.5000 | .00 .00 .00 .00 .00 61.7500 | .00 .00 .00 .00 .00 62.0000 | .00 .00 .00 .00 .00 62.2500 | .00 .00 .00 .00 .00 62.5000 | .00 .00 .00 .00 .00 62.7500 | .00 .00 .00 .00 .00 63.0000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.84 Name.... REACH 40 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J5 100-yr Outflow HYG file = NONE STORED - REACH 40 100-yr Reach Link Data = REACH 40 Reach Length = 1095.00 ft Approx. Total Tt = .0831 hrs (based on Wtd.Q = 802.54 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1690.78 cfs at 12.8000 hrs Peak Outflow = 1684.23 cfs at 12.8500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 16545620 - Infiltration = 0 - HYG Vol OUT = 16545580 - Retained Vol = 53 ---------- Unrouted Vol = 15 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.85 Name.... REACH 40 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 40 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1684.23 cfs Time to Peak = 12.8500 hrs HYG Volume = 16545580 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.1500 | .00 .00 .00 .00 .00 3.4000 | .00 .00 .00 .00 .00 3.6500 | .00 .00 .00 .00 .01 3.9000 | .01 .01 .03 .06 .09 4.1500 | .11 .14 .17 .20 .23 4.4000 | .26 .29 .33 .36 .40 4.6500 | .44 .48 .51 .56 .60 4.9000 | .64 .69 .73 .78 .83 5.1500 | .88 .93 .98 1.04 1.09 5.4000 | 1.15 1.21 1.27 1.33 1.39 5.6500 | 1.45 1.52 1.58 1.65 1.72 5.9000 | 1.79 1.86 1.94 2.01 2.09 6.1500 | 2.17 2.26 2.34 2.43 2.52 6.4000 | 2.61 2.70 2.80 2.90 3.00 6.6500 | 3.10 3.21 3.32 3.43 3.55 6.9000 | 3.68 3.83 3.98 4.15 4.32 7.1500 | 4.59 4.91 5.20 5.48 5.74 7.4000 | 6.00 6.24 6.48 6.72 6.95 7.6500 | 7.19 7.44 7.70 7.97 8.25 7.9000 | 8.55 8.86 9.20 9.55 9.92 8.1500 | 10.32 10.73 11.16 11.61 12.08 8.4000 | 12.57 13.10 13.68 14.36 15.19 8.6500 | 16.02 16.86 17.71 18.57 19.44 8.9000 | 20.32 21.22 22.15 23.10 24.07 9.1500 | 25.07 26.10 27.17 28.32 29.70 9.4000 | 31.07 32.43 33.79 35.17 36.55 9.6500 | 37.94 39.34 40.75 42.17 43.60 9.9000 | 45.05 46.54 48.25 49.97 51.69 10.1500 | 53.44 55.21 57.02 58.87 60.77 10.4000 | 62.74 64.76 66.85 69.04 71.50 10.6500 | 74.02 76.61 79.26 82.00 84.84 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.86 Name.... REACH 40 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.9000 | 87.82 90.94 94.22 97.87 101.78 11.1500 | 105.88 110.18 114.72 119.53 124.65 11.4000 | 130.43 136.65 143.28 150.40 158.15 11.6500 | 167.19 177.81 190.68 207.57 230.30 11.9000 | 261.12 302.94 358.92 430.86 518.08 12.1500 | 617.83 726.21 840.34 957.48 1071.53 12.4000 | 1177.18 1273.85 1362.63 1442.28 1511.49 12.6500 | 1570.69 1617.92 1652.84 1675.02 1684.23 12.9000 | 1681.05 1666.44 1641.57 1608.01 1566.45 13.1500 | 1518.33 1466.10 1410.34 1353.15 1295.57 13.4000 | 1238.85 1183.72 1130.79 1080.48 1032.82 13.6500 | 988.13 945.78 906.45 868.86 833.78 13.9000 | 800.85 769.64 740.69 713.02 686.48 14.1500 | 661.64 637.87 615.04 593.61 573.54 14.4000 | 554.39 536.20 519.35 503.44 488.02 14.6500 | 473.03 458.63 445.03 432.01 419.56 14.9000 | 407.69 396.50 385.85 375.61 366.02 15.1500 | 357.09 348.75 341.01 333.84 326.97 15.4000 | 320.40 314.12 308.16 302.47 296.97 15.6500 | 291.59 286.38 281.06 275.56 269.89 15.9000 | 264.12 258.35 252.62 246.96 241.46 16.1500 | 236.23 231.09 226.09 221.26 216.65 16.4000 | 212.28 208.13 204.15 200.35 196.82 16.6500 | 193.44 190.18 187.04 184.02 181.13 16.9000 | 178.35 175.70 173.19 170.82 168.55 17.1500 | 166.38 164.29 162.29 160.36 158.59 17.4000 | 156.86 155.18 153.56 152.00 150.51 17.6500 | 149.07 147.68 146.35 145.06 143.80 17.9000 | 142.59 141.40 140.25 139.12 138.02 18.1500 | 136.94 135.90 134.90 133.91 132.95 18.4000 | 131.99 131.05 130.11 129.19 128.28 18.6500 | 127.37 126.47 125.58 124.75 123.90 18.9000 | 123.05 122.19 121.34 120.49 119.64 19.1500 | 118.80 117.96 117.13 116.30 115.47 19.4000 | 114.66 113.85 113.04 112.24 111.44 19.6500 | 110.65 109.85 109.06 108.27 107.47 19.9000 | 106.68 105.89 105.10 104.31 103.53 20.1500 | 102.77 102.01 101.26 100.50 99.75 20.4000 | 99.00 98.25 97.49 96.74 95.99 20.6500 | 95.25 94.57 93.90 93.23 92.58 20.9000 | 91.94 91.32 90.72 90.13 89.57 21.1500 | 89.03 88.50 88.00 87.51 87.05 21.4000 | 86.61 86.18 85.78 85.39 85.02 21.6500 | 84.66 84.32 83.99 83.68 83.38 21.9000 | 83.09 82.81 82.55 82.30 82.05 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.87 Name.... REACH 40 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.1500 | 81.81 81.58 81.35 81.13 80.92 22.4000 | 80.71 80.50 80.30 80.11 79.91 22.6500 | 79.72 79.53 79.34 79.16 78.98 22.9000 | 78.80 78.63 78.45 78.28 78.11 23.1500 | 77.94 77.77 77.61 77.44 77.28 23.4000 | 77.11 76.95 76.79 76.62 76.46 23.6500 | 76.30 76.14 75.98 75.82 75.67 23.9000 | 75.51 75.35 75.19 75.03 74.86 24.1500 | 74.66 74.39 74.02 73.51 72.83 24.4000 | 71.97 70.94 69.75 68.47 67.15 24.6500 | 65.72 64.17 62.53 60.80 58.99 24.9000 | 57.10 55.15 53.10 51.00 48.92 25.1500 | 46.87 44.99 43.12 41.21 39.29 25.4000 | 37.39 35.51 33.68 31.92 30.26 25.6500 | 28.69 27.33 26.05 24.77 23.52 25.9000 | 22.30 21.13 20.00 18.92 17.90 26.1500 | 16.94 16.05 15.25 14.51 13.88 26.4000 | 13.36 12.84 12.32 11.81 11.30 26.6500 | 10.81 10.33 9.86 9.41 8.97 26.9000 | 8.55 8.15 7.77 7.41 7.07 27.1500 | 6.75 6.44 6.16 5.89 5.63 27.4000 | 5.39 5.18 4.99 4.81 4.66 27.6500 | 4.52 4.39 4.32 4.25 4.18 27.9000 | 4.11 4.03 3.96 3.88 3.81 28.1500 | 3.73 3.65 3.57 3.50 3.42 28.4000 | 3.34 3.27 3.19 3.12 3.04 28.6500 | 2.97 2.90 2.83 2.76 2.70 28.9000 | 2.63 2.56 2.50 2.44 2.38 29.1500 | 2.32 2.26 2.21 2.15 2.10 29.4000 | 2.05 2.00 1.95 1.90 1.85 29.6500 | 1.81 1.76 1.72 1.68 1.64 29.9000 | 1.60 1.56 1.53 1.49 1.46 30.1500 | 1.42 1.39 1.36 1.33 1.30 30.4000 | 1.27 1.24 1.21 1.18 1.16 30.6500 | 1.13 1.11 1.09 1.06 1.04 30.9000 | 1.02 1.00 .98 .95 .94 31.1500 | .92 .90 .88 .86 .84 31.4000 | .83 .81 .80 .78 .76 31.6500 | .75 .73 .72 .71 .69 31.9000 | .68 .67 .66 .64 .63 32.1500 | .62 .61 .60 .59 .58 32.4000 | .56 .55 .54 .53 .53 32.6500 | .52 .51 .50 .49 .48 32.9000 | .47 .46 .46 .45 .44 33.1500 | .43 .42 .42 .41 .40 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.88 Name.... REACH 40 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.4000 | .40 .39 .38 .38 .37 33.6500 | .36 .36 .35 .35 .34 33.9000 | .33 .33 .32 .32 .31 34.1500 | .31 .30 .30 .29 .29 34.4000 | .28 .28 .27 .27 .26 34.6500 | .26 .26 .25 .25 .24 34.9000 | .24 .24 .23 .23 .22 35.1500 | .22 .22 .21 .21 .21 35.4000 | .20 .20 .20 .19 .19 35.6500 | .19 .18 .18 .18 .17 35.9000 | .17 .17 .17 .16 .16 36.1500 | .16 .16 .15 .15 .15 36.4000 | .15 .14 .14 .14 .14 36.6500 | .13 .13 .13 .13 .13 36.9000 | .12 .12 .12 .12 .12 37.1500 | .11 .11 .11 .11 .11 37.4000 | .10 .10 .10 .10 .10 37.6500 | .10 .09 .09 .09 .09 37.9000 | .09 .09 .09 .08 .08 38.1500 | .08 .08 .08 .08 .08 38.4000 | .08 .07 .07 .07 .07 38.6500 | .07 .07 .07 .07 .06 38.9000 | .06 .06 .06 .06 .06 39.1500 | .06 .06 .06 .06 .05 39.4000 | .05 .05 .05 .05 .05 39.6500 | .05 .05 .05 .05 .05 39.9000 | .05 .05 .04 .04 .04 40.1500 | .04 .04 .04 .04 .04 40.4000 | .04 .04 .04 .04 .04 40.6500 | .04 .04 .03 .03 .03 40.9000 | .03 .03 .03 .03 .03 41.1500 | .03 .03 .03 .03 .03 41.4000 | .03 .03 .03 .03 .03 41.6500 | .03 .03 .02 .02 .02 41.9000 | .02 .02 .02 .02 .02 42.1500 | .02 .02 .02 .02 .02 42.4000 | .02 .02 .02 .02 .02 42.6500 | .02 .02 .02 .02 .02 42.9000 | .02 .02 .02 .02 .02 43.1500 | .02 .02 .02 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .01 44.1500 | .01 .01 .01 .01 .01 44.4000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.89 Name.... REACH 40 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.6500 | .01 .01 .01 .01 .01 44.9000 | .01 .01 .01 .01 .01 45.1500 | .01 .01 .01 .01 .01 45.4000 | .01 .01 .01 .01 .01 45.6500 | .01 .01 .01 .01 .01 45.9000 | .01 .01 .01 .01 .01 46.1500 | .01 .01 .01 .01 .01 46.4000 | .01 .01 .01 .01 .01 46.6500 | .01 .01 .01 .01 .01 46.9000 | .01 .01 .01 .01 .01 47.1500 | .01 .01 .01 .01 .01 47.4000 | .01 .01 .01 .01 .01 47.6500 | .01 .01 .01 .01 .01 47.9000 | .01 .01 .01 .01 .01 48.1500 | .01 .01 .01 .01 .01 48.4000 | .01 .01 .01 .01 .01 48.6500 | .01 .01 .01 .01 .01 48.9000 | .01 .01 .01 .01 .01 49.1500 | .01 .01 .01 .01 .01 49.4000 | .01 .01 .01 .01 .01 49.6500 | .01 .01 .01 .01 .01 49.9000 | .01 .01 .01 .01 .01 50.1500 | .01 .01 .01 .01 .01 50.4000 | .01 .01 .01 .01 .01 50.6500 | .01 .01 .01 .01 .01 50.9000 | .01 .01 .01 .01 .01 51.1500 | .01 .01 .01 .01 .01 51.4000 | .01 .01 .01 .01 .01 51.6500 | .01 .01 .01 .01 .01 51.9000 | .01 .01 .01 .01 .01 52.1500 | .01 .01 .01 .01 .01 52.4000 | .01 .01 .01 .01 .01 52.6500 | .01 .01 .01 .01 .01 52.9000 | .01 .01 .01 .01 .01 53.1500 | .01 .01 .01 .01 .01 53.4000 | .01 .01 .01 .01 .01 53.6500 | .01 .01 .01 .01 .01 53.9000 | .01 .01 .01 .01 .01 54.1500 | .01 .01 .01 .01 .01 54.4000 | .01 .01 .01 .01 .01 54.6500 | .01 .01 .01 .01 .01 54.9000 | .01 .01 .01 .01 .01 55.1500 | .01 .01 .01 .01 .01 55.4000 | .01 .01 .01 .01 .01 55.6500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.90 Name.... REACH 40 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 55.9000 | .01 .01 .01 .01 .01 56.1500 | .01 .01 .01 .01 .01 56.4000 | .01 .01 .01 .01 .01 56.6500 | .01 .01 .01 .01 .01 56.9000 | .01 .01 .01 .01 .01 57.1500 | .01 .01 .01 .01 .01 57.4000 | .01 .01 .01 .01 .01 57.6500 | .01 .01 .01 .01 .01 57.9000 | .01 .01 .01 .01 .01 58.1500 | .01 .01 .01 .01 .01 58.4000 | .01 .01 .01 .01 .01 58.6500 | .01 .01 .01 .01 .01 58.9000 | .01 .01 .01 .01 .01 59.1500 | .01 .01 .01 .01 .01 59.4000 | .01 .01 .01 .01 .01 59.6500 | .01 .01 .01 .01 .01 59.9000 | .01 .01 .01 .01 .01 60.1500 | .01 .01 .01 .01 .01 60.4000 | .01 .01 .01 .01 .01 60.6500 | .01 .01 .01 .01 .00 60.9000 | .00 .00 .00 .00 .00 61.1500 | .00 .00 .00 .00 .00 61.4000 | .00 .00 .00 .00 .00 61.6500 | .00 .00 .00 .00 .00 61.9000 | .00 .00 .00 .00 .00 62.1500 | .00 .00 .00 .00 .00 62.4000 | .00 .00 .00 .00 .00 62.6500 | .00 .00 .00 .00 .00 62.9000 | .00 .00 .00 .00 .00 63.1500 | .00 .00 .00 .00 .00 63.4000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.91 Name.... REACH 50 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J1 15-Yr Outflow HYG file = NONE STORED - REACH 50 15-Yr Reach Link Data = REACH 50 Reach Length = 500.00 ft Approx. Total Tt = .0458 hrs (based on Wtd.Q = 400.61 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 573.00 .00 0 0 .00 .00 .00 573.01 .01 75 7520 .00 .01 .84 573.40 4.38 3160 8300 .00 4.38 39.49 573.80 14.11 6640 9100 .00 14.11 87.89 574.20 28.22 10440 9900 .00 28.22 144.22 574.60 46.44 14560 10700 .00 46.44 208.21 575.00 68.71 19000 11500 .00 68.71 279.83 575.40 95.06 23760 12300 .00 95.06 359.07 575.80 125.54 28840 13100 .00 125.54 445.99 576.20 160.25 34240 13900 .00 160.25 540.70 576.60 199.28 39960 14700 .00 199.28 643.27 577.00 242.75 46000 15500 .00 242.75 753.86 577.40 290.78 52360 16300 .00 290.78 872.56 577.80 343.48 59040 17100 .00 343.48 999.48 578.20 401.00 66040 17900 .00 401.00 1134.78 578.60 463.44 73360 18700 .00 463.44 1278.55 579.00 530.95 81000 19500 .00 530.95 1430.95 579.40 603.65 88960 20300 .00 603.65 1592.10 579.80 681.65 97240 21100 .00 681.65 1762.09 580.20 765.10 105840 21900 .00 765.10 1941.10 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.92 Name.... REACH 50 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J1 15-Yr Outflow HYG file = NONE STORED - REACH 50 15-Yr Reach Link Data = REACH 50 Reach Length = 500.00 ft Approx. Total Tt = .0458 hrs (based on Wtd.Q = 400.61 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 580.60 854.10 114759 22700 .00 854.10 2129.21 581.00 948.81 124000 23500 .00 948.81 2326.59 581.40 1049.34 133561 24300 .00 1049.34 2533.35 581.80 1155.80 143440 25100 .00 1155.80 2749.57 582.20 1268.33 153640 25900 .00 1268.33 2975.44 582.60 1387.03 164159 26700 .00 1387.03 3211.02 583.00 1512.05 175000 27500 .00 1512.05 3456.50 583.40 1643.51 186161 28300 .00 1643.51 3711.96 583.80 1781.49 197640 29100 .00 1781.49 3977.48 584.20 1926.15 209440 29900 .00 1926.15 4253.27 584.60 2077.58 221559 30700 .00 2077.58 4539.35 585.00 2235.92 234000 31500 .00 2235.92 4835.92 585.40 2401.29 246761 32300 .00 2401.29 5143.07 585.80 2573.76 259840 33100 .00 2573.76 5460.86 586.20 2753.50 273240 33900 .00 2753.50 5789.50 586.60 2940.57 286959 34700 .00 2940.57 6129.00 587.00 3135.13 301000 35500 .00 3135.13 6479.58 587.40 3337.29 315361 36300 .00 3337.29 6841.30 587.80 3547.10 330040 37100 .00 3547.10 7214.21 588.20 3764.76 345041 37900 .00 3764.76 7598.54 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.93 Name.... REACH 50 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J1 15-Yr Outflow HYG file = NONE STORED - REACH 50 15-Yr Reach Link Data = REACH 50 Reach Length = 500.00 ft Approx. Total Tt = .0458 hrs (based on Wtd.Q = 400.61 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 588.60 3990.29 360359 38700 .00 3990.29 7994.28 589.00 4223.88 376000 39500 .00 4223.88 8401.65 589.40 4465.60 391961 40300 .00 4465.60 8820.72 589.80 4715.52 408240 41100 .00 4715.52 9251.52 590.20 4973.83 424841 41900 .00 4973.83 9694.28 590.60 5240.55 441759 42700 .00 5240.55 10148.98 591.00 5515.87 459000 43500 .00 5515.87 10615.87 591.40 5799.85 476561 44300 .00 5799.85 11094.97 591.80 6092.55 494439 45100 .00 6092.55 11586.33 592.20 6394.18 512641 45900 .00 6394.18 12090.18 592.60 6704.73 531159 46700 .00 6704.73 12606.49 593.00 7024.40 550000 47500 .00 7024.40 13135.51 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.94 Name.... REACH 50 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J1 15-Yr Outflow HYG file = NONE STORED - REACH 50 15-Yr Reach Link Data = REACH 50 Reach Length = 500.00 ft Approx. Total Tt = .0458 hrs (based on Wtd.Q = 400.61 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 857.97 cfs at 12.6000 hrs Peak Outflow = 857.91 cfs at 12.7000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 6942342 - Infiltration = 0 - HYG Vol OUT = 6942322 - Retained Vol = 24 ---------- Unrouted Vol = 5 cu.ft (.000% of Inflow Volume) WARNING: For weighted average inflow, the approximate total travel time through entire reach is shorter than the inflow hydrograph time step. Consider reducing calculation time step. Wtd.Avg.Q = 400.61 cfs Approx.Total Tt = .0458 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.95 Name.... REACH 50 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 50 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 857.91 cfs Time to Peak = 12.7000 hrs HYG Volume = 6942322 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.0500 | .00 .00 .00 .00 .00 8.3000 | .00 .00 .00 .00 .01 8.5500 | .02 .07 .12 .18 .26 8.8000 | .35 .45 .57 .71 .86 9.0500 | 1.04 1.24 1.46 1.70 1.96 9.3000 | 2.25 2.55 2.88 3.23 3.59 9.5500 | 3.98 4.38 5.11 5.75 6.33 9.8000 | 6.88 7.42 7.96 8.50 9.06 10.0500 | 9.63 10.22 10.83 11.47 12.13 10.3000 | 12.82 13.55 14.37 15.33 16.27 10.5500 | 17.23 18.20 19.22 20.31 21.45 10.8000 | 22.64 23.92 25.26 26.67 28.18 11.0500 | 30.02 31.80 33.67 35.69 37.79 11.3000 | 40.03 42.52 45.14 48.14 51.68 11.5500 | 55.47 59.76 65.75 73.87 82.69 11.8000 | 97.00 119.54 144.75 177.01 220.45 12.0500 | 269.36 323.06 385.88 454.82 523.99 12.3000 | 590.08 653.20 715.82 764.83 798.77 12.5500 | 830.22 851.60 857.66 857.91 853.44 12.8000 | 837.99 815.45 791.56 760.79 724.18 13.0500 | 686.78 649.89 612.68 575.84 540.98 13.3000 | 510.23 481.08 453.24 428.76 406.37 13.5500 | 384.78 364.94 346.97 329.61 313.36 13.8000 | 298.76 284.86 271.78 259.83 248.61 14.0500 | 237.93 228.21 219.12 210.18 201.98 14.3000 | 194.78 187.72 181.01 174.92 169.10 14.5500 | 163.55 158.55 153.93 149.38 145.17 14.8000 | 141.31 137.53 134.05 130.92 127.90 15.0500 | 125.06 122.56 120.11 117.73 115.52 15.3000 | 113.44 111.40 109.46 107.61 105.79 15.5500 | 104.01 102.29 100.59 98.93 97.34 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.96 Name.... REACH 50 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.8000 | 95.78 94.30 92.94 91.64 90.35 16.0500 | 89.13 87.98 86.85 85.75 84.67 16.3000 | 83.61 82.56 81.55 80.56 79.59 16.5500 | 78.65 77.75 76.86 76.00 75.20 16.8000 | 74.41 73.65 72.94 72.25 71.58 17.0500 | 70.95 70.34 69.75 69.19 68.66 17.3000 | 68.17 67.67 67.19 66.71 66.25 17.5500 | 65.80 65.35 64.92 64.49 64.07 17.8000 | 63.65 63.25 62.84 62.44 62.05 18.0500 | 61.66 61.27 60.89 60.50 60.12 18.3000 | 59.75 59.37 59.00 58.62 58.25 18.5500 | 57.88 57.51 57.14 56.77 56.41 18.8000 | 56.04 55.67 55.30 54.94 54.57 19.0500 | 54.21 53.84 53.48 53.11 52.74 19.3000 | 52.38 52.01 51.65 51.28 50.92 19.5500 | 50.55 50.19 49.82 49.45 49.09 19.8000 | 48.72 48.35 47.98 47.62 47.25 20.0500 | 46.88 46.52 46.17 45.83 45.47 20.3000 | 45.12 44.77 44.42 44.07 43.74 20.5500 | 43.42 43.10 42.80 42.51 42.23 20.8000 | 41.97 41.72 41.48 41.26 41.05 21.0500 | 40.85 40.66 40.49 40.32 40.17 21.3000 | 40.02 39.88 39.74 39.62 39.49 21.5500 | 39.38 39.26 39.16 39.05 38.95 21.8000 | 38.85 38.76 38.66 38.57 38.48 22.0500 | 38.40 38.31 38.23 38.15 38.07 22.3000 | 37.99 37.91 37.83 37.75 37.67 22.5500 | 37.60 37.52 37.44 37.37 37.30 22.8000 | 37.22 37.15 37.08 37.00 36.93 23.0500 | 36.86 36.79 36.71 36.64 36.57 23.3000 | 36.50 36.43 36.35 36.28 36.21 23.5500 | 36.14 36.07 36.00 35.93 35.85 23.8000 | 35.78 35.71 35.64 35.57 35.49 24.0500 | 35.37 35.19 34.99 34.69 34.27 24.3000 | 33.78 33.17 32.35 31.39 30.32 24.5500 | 29.09 27.78 26.48 25.05 23.54 24.8000 | 21.98 20.43 18.90 17.38 15.92 25.0500 | 14.53 13.39 12.30 11.24 10.24 25.3000 | 9.28 8.40 7.61 6.89 6.23 25.5500 | 5.64 5.11 4.62 4.27 4.02 25.8000 | 3.76 3.50 3.24 2.98 2.74 26.0500 | 2.51 2.29 2.09 1.90 1.73 26.3000 | 1.57 1.43 1.29 1.17 1.06 26.5500 | .96 .86 .78 .70 .63 26.8000 | .57 .51 .46 .41 .37 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.97 Name.... REACH 50 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.0500 | .33 .29 .26 .23 .21 27.3000 | .18 .16 .14 .12 .11 27.5500 | .09 .08 .07 .06 .05 27.8000 | .04 .03 .02 .02 .02 28.0500 | .01 .01 .01 .01 .01 28.3000 | .01 .01 .01 .01 .01 28.5500 | .01 .01 .01 .01 .01 28.8000 | .01 .01 .01 .01 .01 29.0500 | .01 .01 .01 .01 .01 29.3000 | .01 .01 .01 .01 .00 29.5500 | .00 .00 .00 .00 .00 29.8000 | .00 .00 .00 .00 .00 30.0500 | .00 .00 .00 .00 .00 30.3000 | .00 .00 .00 .00 .00 30.5500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.98 Name.... REACH 50 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J1 25-yr Outflow HYG file = NONE STORED - REACH 50 25-yr Reach Link Data = REACH 50 Reach Length = 500.00 ft Approx. Total Tt = .0439 hrs (based on Wtd.Q = 464.91 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 997.04 cfs at 12.6000 hrs Peak Outflow = 996.38 cfs at 12.6500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 8025762 - Infiltration = 0 - HYG Vol OUT = 8025731 - Retained Vol = 24 ---------- Unrouted Vol = -7 cu.ft (.000% of Inflow Volume) WARNING: For weighted average inflow, the approximate total travel time through entire reach is shorter than the inflow hydrograph time step. Consider reducing calculation time step. Wtd.Avg.Q = 464.91 cfs Approx.Total Tt = .0439 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.99 Name.... REACH 50 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 50 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 996.38 cfs Time to Peak = 12.6500 hrs HYG Volume = 8025731 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.5500 | .00 .00 .00 .00 .00 7.8000 | .00 .00 .00 .00 .01 8.0500 | .01 .05 .10 .15 .22 8.3000 | .30 .39 .49 .61 .74 8.5500 | .89 1.06 1.25 1.45 1.68 8.8000 | 1.92 2.19 2.48 2.78 3.11 9.0500 | 3.46 3.83 4.22 4.83 5.52 9.3000 | 6.14 6.72 7.29 7.86 8.44 9.5500 | 9.02 9.60 10.20 10.80 11.42 9.8000 | 12.04 12.67 13.32 13.98 14.79 10.0500 | 15.60 16.38 17.16 17.97 18.80 10.3000 | 19.66 20.57 21.53 22.52 23.57 10.5500 | 24.70 25.86 27.09 28.45 30.00 10.8000 | 31.54 33.15 34.83 36.56 38.43 11.0500 | 40.42 42.48 44.70 47.20 49.91 11.3000 | 52.72 55.77 58.97 62.45 66.50 11.5500 | 71.15 76.51 83.89 93.39 104.07 11.8000 | 121.34 148.13 177.77 215.76 266.76 12.0500 | 323.82 386.27 459.16 539.07 618.87 12.3000 | 694.61 766.72 838.59 894.27 931.67 12.5500 | 967.22 990.89 996.38 995.54 989.33 12.8000 | 970.16 943.08 914.87 878.41 835.10 13.0500 | 791.58 748.16 705.09 662.00 621.68 13.3000 | 585.92 552.21 519.90 491.56 465.66 13.5500 | 440.69 417.66 396.98 376.88 358.00 13.8000 | 341.20 325.31 310.02 296.22 283.48 14.0500 | 271.16 259.79 249.30 239.11 229.88 14.3000 | 221.46 213.22 205.49 198.53 192.05 14.5500 | 185.73 179.93 174.49 169.23 164.41 14.8000 | 160.00 155.83 151.89 148.31 144.85 15.0500 | 141.58 138.60 135.76 133.05 130.52 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.100 Name.... REACH 50 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.3000 | 128.15 125.82 123.69 121.62 119.54 15.5500 | 117.52 115.55 113.61 111.71 109.89 15.8000 | 108.11 106.39 104.79 103.29 101.83 16.0500 | 100.45 99.15 97.87 96.62 95.40 16.3000 | 94.24 93.09 91.96 90.84 89.74 16.5500 | 88.68 87.65 86.64 85.68 84.76 16.8000 | 83.87 83.01 82.20 81.42 80.66 17.0500 | 79.95 79.26 78.59 77.96 77.35 17.3000 | 76.76 76.18 75.63 75.09 74.56 17.5500 | 74.05 73.55 73.06 72.58 72.10 17.8000 | 71.63 71.17 70.71 70.26 69.81 18.0500 | 69.37 68.93 68.51 68.10 67.68 18.3000 | 67.25 66.83 66.40 65.98 65.56 18.5500 | 65.14 64.72 64.30 63.89 63.47 18.8000 | 63.06 62.64 62.23 61.81 61.40 19.0500 | 60.98 60.57 60.16 59.75 59.33 19.3000 | 58.92 58.51 58.09 57.68 57.27 19.5500 | 56.86 56.44 56.03 55.61 55.20 19.8000 | 54.79 54.37 53.96 53.54 53.13 20.0500 | 52.71 52.30 51.89 51.48 51.07 20.3000 | 50.67 50.27 49.87 49.49 49.12 20.5500 | 48.75 48.40 48.06 47.74 47.42 20.8000 | 47.13 46.85 46.58 46.34 46.12 21.0500 | 45.90 45.69 45.50 45.31 45.13 21.3000 | 44.97 44.81 44.66 44.51 44.38 21.5500 | 44.24 44.11 43.99 43.87 43.76 21.8000 | 43.65 43.54 43.43 43.33 43.23 22.0500 | 43.13 43.04 42.94 42.85 42.76 22.3000 | 42.66 42.57 42.49 42.40 42.31 22.5500 | 42.22 42.14 42.05 41.97 41.88 22.8000 | 41.80 41.72 41.63 41.55 41.47 23.0500 | 41.39 41.31 41.22 41.14 41.06 23.3000 | 40.98 40.90 40.81 40.73 40.65 23.5500 | 40.57 40.49 40.41 40.33 40.25 23.8000 | 40.17 40.09 40.01 39.93 39.84 24.0500 | 39.70 39.50 39.27 38.94 38.46 24.3000 | 37.91 37.23 36.31 35.23 34.03 24.5500 | 32.65 31.11 29.49 27.85 26.28 24.8000 | 24.60 22.89 21.19 19.50 17.86 25.0500 | 16.31 14.82 13.55 12.46 11.40 25.3000 | 10.36 9.39 8.52 7.72 6.98 25.5500 | 6.33 5.73 5.18 4.69 4.30 25.8000 | 4.06 3.80 3.53 3.27 3.01 26.0500 | 2.77 2.54 2.32 2.12 1.93 26.3000 | 1.75 1.59 1.44 1.31 1.18 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.101 Name.... REACH 50 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.5500 | 1.07 .97 .87 .79 .71 26.8000 | .64 .57 .51 .46 .41 27.0500 | .37 .33 .29 .26 .23 27.3000 | .21 .18 .16 .14 .12 27.5500 | .10 .09 .08 .06 .05 27.8000 | .04 .04 .03 .02 .02 28.0500 | .01 .01 .01 .01 .01 28.3000 | .01 .01 .01 .01 .01 28.5500 | .01 .01 .01 .01 .01 28.8000 | .01 .01 .01 .01 .01 29.0500 | .01 .01 .01 .01 .01 29.3000 | .01 .01 .01 .01 .01 29.5500 | .00 .00 .00 .00 .00 29.8000 | .00 .00 .00 .00 .00 30.0500 | .00 .00 .00 .00 .00 30.3000 | .00 .00 .00 .00 .00 30.5500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.102 Name.... REACH 50 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J1 100-yr Outflow HYG file = NONE STORED - REACH 50 100-yr Reach Link Data = REACH 50 Reach Length = 500.00 ft Approx. Total Tt = .0404 hrs (based on Wtd.Q = 635.22 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1368.25 cfs at 12.6000 hrs Peak Outflow = 1366.30 cfs at 12.6500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 10941700 - Infiltration = 0 - HYG Vol OUT = 10941670 - Retained Vol = 24 ---------- Unrouted Vol = -4 cu.ft (.000% of Inflow Volume) WARNING: For weighted average inflow, the approximate total travel time through entire reach is shorter than the inflow hydrograph time step. Consider reducing calculation time step. Wtd.Avg.Q = 635.22 cfs Approx.Total Tt = .0404 hrs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.103 Name.... REACH 50 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 50 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1366.30 cfs Time to Peak = 12.6500 hrs HYG Volume = 10941670 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.5500 | .00 .00 .00 .00 .00 6.8000 | .00 .00 .00 .01 .01 7.0500 | .05 .10 .16 .23 .32 7.3000 | .41 .52 .65 .80 .96 7.5500 | 1.14 1.34 1.56 1.79 2.04 7.8000 | 2.31 2.59 2.88 3.19 3.52 8.0500 | 3.85 4.20 4.71 5.31 5.84 8.3000 | 6.33 6.80 7.27 7.74 8.21 8.5500 | 8.70 9.21 9.73 10.26 10.83 8.8000 | 11.41 12.02 12.66 13.32 14.00 9.0500 | 14.86 15.71 16.53 17.35 18.20 9.3000 | 19.05 19.92 20.81 21.71 22.63 9.5500 | 23.55 24.48 25.42 26.36 27.31 9.8000 | 28.27 29.37 30.41 31.43 32.46 10.0500 | 33.53 34.61 35.74 36.93 38.16 10.3000 | 39.44 40.81 42.26 43.74 45.33 10.5500 | 47.10 48.98 50.91 52.96 55.07 10.8000 | 57.28 59.67 62.17 64.77 67.57 11.0500 | 70.68 73.88 77.26 80.93 84.70 11.3000 | 88.76 93.24 98.09 103.40 109.47 11.5500 | 116.14 123.73 134.88 149.08 164.16 11.8000 | 189.59 227.92 269.70 323.06 394.25 12.0500 | 473.23 559.12 658.90 767.38 875.48 12.3000 | 976.86 1072.73 1168.23 1240.80 1288.04 12.5500 | 1333.63 1362.31 1366.30 1362.28 1351.06 12.8000 | 1322.02 1282.49 1241.80 1190.16 1129.36 13.0500 | 1068.62 1008.61 949.03 890.09 834.63 13.3000 | 785.89 739.84 695.72 657.11 622.09 13.5500 | 587.70 556.61 528.51 501.11 475.50 13.8000 | 452.93 431.19 410.45 392.03 374.79 14.0500 | 357.94 342.62 328.83 315.00 302.35 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.104 Name.... REACH 50 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.3000 | 291.04 280.24 269.93 260.59 251.65 14.5500 | 243.13 235.59 228.38 221.36 214.93 14.8000 | 209.05 203.29 198.03 193.42 188.83 15.0500 | 184.49 180.54 176.77 173.16 169.81 15.3000 | 166.66 163.57 160.63 157.92 155.19 15.5500 | 152.51 149.90 147.33 144.82 142.41 15.8000 | 140.06 137.79 135.69 133.73 131.82 16.0500 | 130.02 128.32 126.65 125.03 123.50 16.3000 | 121.94 120.40 118.91 117.45 116.01 16.5500 | 114.62 113.29 111.97 110.72 109.53 16.8000 | 108.37 107.25 106.20 105.18 104.19 17.0500 | 103.26 102.37 101.50 100.67 99.88 17.3000 | 99.10 98.35 97.64 96.93 96.24 17.5500 | 95.58 94.93 94.31 93.69 93.08 17.8000 | 92.46 91.86 91.26 90.67 90.09 18.0500 | 89.51 88.94 88.37 87.81 87.25 18.3000 | 86.69 86.13 85.58 85.03 84.48 18.5500 | 83.94 83.39 82.85 82.30 81.76 18.8000 | 81.22 80.68 80.14 79.60 79.06 19.0500 | 78.53 77.99 77.45 76.92 76.38 19.3000 | 75.84 75.31 74.77 74.23 73.70 19.5500 | 73.16 72.63 72.09 71.55 71.01 19.8000 | 70.48 69.94 69.40 68.86 68.35 20.0500 | 67.83 67.31 66.78 66.24 65.72 20.3000 | 65.19 64.68 64.17 63.67 63.19 20.5500 | 62.71 62.26 61.82 61.40 61.00 20.8000 | 60.61 60.26 59.91 59.58 59.28 21.0500 | 58.99 58.71 58.46 58.22 57.99 21.3000 | 57.78 57.57 57.38 57.19 57.01 21.5500 | 56.84 56.67 56.52 56.36 56.21 21.8000 | 56.07 55.93 55.79 55.66 55.53 22.0500 | 55.40 55.27 55.15 55.03 54.91 22.3000 | 54.79 54.67 54.55 54.44 54.32 22.5500 | 54.21 54.10 53.99 53.88 53.77 22.8000 | 53.66 53.55 53.44 53.33 53.22 23.0500 | 53.12 53.01 52.90 52.80 52.69 23.3000 | 52.58 52.48 52.37 52.26 52.16 23.5500 | 52.05 51.95 51.84 51.74 51.63 23.8000 | 51.53 51.42 51.32 51.21 51.09 24.0500 | 50.90 50.64 50.34 49.90 49.26 24.3000 | 48.54 47.63 46.42 45.12 43.62 24.5500 | 41.86 39.89 37.82 35.65 33.41 24.8000 | 31.13 28.87 26.86 24.85 22.82 25.0500 | 20.87 18.99 17.19 15.55 14.08 25.3000 | 12.96 11.85 10.81 9.83 8.91 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.105 Name.... REACH 50 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.5500 | 8.09 7.33 6.63 6.01 5.44 25.8000 | 4.91 4.43 4.17 3.91 3.65 26.0500 | 3.39 3.13 2.88 2.64 2.41 26.3000 | 2.20 2.00 1.82 1.65 1.50 26.5500 | 1.36 1.23 1.11 1.00 .90 26.8000 | .81 .73 .66 .59 .53 27.0500 | .47 .42 .38 .34 .30 27.3000 | .26 .23 .20 .18 .16 27.5500 | .13 .12 .10 .08 .07 27.8000 | .06 .05 .04 .03 .02 28.0500 | .02 .01 .01 .01 .01 28.3000 | .01 .01 .01 .01 .01 28.5500 | .01 .01 .01 .01 .01 28.8000 | .01 .01 .01 .01 .01 29.0500 | .01 .01 .01 .01 .01 29.3000 | .01 .01 .01 .01 .01 29.5500 | .01 .00 .00 .00 .00 29.8000 | .00 .00 .00 .00 .00 30.0500 | .00 .00 .00 .00 .00 30.3000 | .00 .00 .00 .00 .00 30.5500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.106 Name.... REACH 60 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J6 15-Yr Outflow HYG file = NONE STORED - REACH 60 15-Yr Reach Link Data = REACH 60 Reach Length = 1585.00 ft Approx. Total Tt = .1341 hrs (based on Wtd.Q = 534.05 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 573.00 .00 0 0 .00 .00 .00 573.01 .01 238 23838 .00 .01 2.66 573.40 4.38 10018 26311 .00 4.38 115.69 573.80 14.11 21048 28847 .00 14.11 247.98 574.20 28.22 33095 31383 .00 28.22 395.94 574.60 46.44 46154 33919 .00 46.44 559.26 575.00 68.71 60230 36455 .00 68.71 737.94 575.40 95.06 75320 38991 .00 95.06 931.95 575.80 125.54 91422 41527 .00 125.54 1141.35 576.20 160.25 108541 44063 .00 160.25 1366.27 576.60 199.28 126672 46599 .00 199.28 1606.74 577.00 242.75 145820 49135 .00 242.75 1862.97 577.40 290.78 165983 51671 .00 290.78 2135.03 577.80 343.48 187156 54207 .00 343.48 2423.00 578.20 401.00 209348 56743 .00 401.00 2727.08 578.60 463.44 232550 59279 .00 463.44 3047.33 579.00 530.95 256770 61815 .00 530.95 3383.95 579.40 603.65 282005 64351 .00 603.65 3737.03 579.80 681.65 308250 66887 .00 681.65 4106.65 580.20 765.10 335514 69423 .00 765.10 4493.03 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.107 Name.... REACH 60 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J6 15-Yr Outflow HYG file = NONE STORED - REACH 60 15-Yr Reach Link Data = REACH 60 Reach Length = 1585.00 ft Approx. Total Tt = .1341 hrs (based on Wtd.Q = 534.05 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 580.60 854.10 363787 71959 .00 854.10 4896.19 581.00 948.81 393080 74495 .00 948.81 5316.37 581.40 1049.34 423387 77031 .00 1049.34 5753.64 581.80 1155.80 454704 79567 .00 1155.80 6208.06 582.20 1268.33 487040 82103 .00 1268.33 6679.88 582.60 1387.03 520385 84639 .00 1387.03 7169.08 583.00 1512.05 554750 87175 .00 1512.05 7675.94 583.40 1643.51 590129 89711 .00 1643.51 8200.50 583.80 1781.49 626518 92247 .00 1781.49 8742.79 584.20 1926.15 663926 94783 .00 1926.15 9303.11 584.60 2077.58 702343 97319 .00 2077.58 9881.39 585.00 2235.92 741780 99855 .00 2235.92 10477.92 585.40 2401.29 782232 102391 .00 2401.29 11092.75 585.80 2573.76 823692 104927 .00 2573.76 11725.88 586.20 2753.50 866172 107463 .00 2753.50 12377.63 586.60 2940.57 909661 109999 .00 2940.57 13047.91 587.00 3135.13 954170 112535 .00 3135.13 13737.02 587.40 3337.29 999694 115071 .00 3337.29 14445.00 587.80 3547.10 1046225 117607 .00 3547.10 15171.83 588.20 3764.76 1093778 120143 .00 3764.76 15917.85 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 9.108 Name.... REACH 60 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J6 15-Yr Outflow HYG file = NONE STORED - REACH 60 15-Yr Reach Link Data = REACH 60 Reach Length = 1585.00 ft Approx. Total Tt = .1341 hrs (based on Wtd.Q = 534.05 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 588.60 3990.29 1142338 122679 .00 3990.29 16682.93 589.00 4223.88 1191920 125215 .00 4223.88 17467.43 589.40 4465.60 1242516 127751 .00 4465.60 18271.34 589.80 4715.52 1294119 130287 .00 4715.52 19094.62 590.20 4973.83 1346744 132823 .00 4973.83 19937.65 590.60 5240.55 1400376 135359 .00 5240.55 20800.28 591.00 5515.87 1455030 137895 .00 5515.87 21682.87 591.40 5799.85 1510699 140431 .00 5799.85 22585.39 591.80 6092.55 1567373 142967 .00 6092.55 23507.81 592.20 6394.18 1625071 145503 .00 6394.18 24450.52 592.60 6704.73 1683774 148039 .00 6704.73 25413.32 593.00 7024.40 1743500 150575 .00 7024.40 26396.62 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.109 Name.... REACH 60 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J6 15-Yr Outflow HYG file = NONE STORED - REACH 60 15-Yr Reach Link Data = REACH 60 Reach Length = 1585.00 ft Approx. Total Tt = .1341 hrs (based on Wtd.Q = 534.05 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1109.91 cfs at 12.9000 hrs Peak Outflow = 1098.82 cfs at 13.0000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 10834890 - Infiltration = 0 - HYG Vol OUT = 10834840 - Retained Vol = 77 ---------- Unrouted Vol = 29 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.110 Name.... REACH 60 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 60 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1098.82 cfs Time to Peak = 13.0000 hrs HYG Volume = 10834840 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.6000 | .00 .00 .00 .00 .00 4.8500 | .00 .00 .00 .00 .00 5.1000 | .00 .00 .00 .00 .00 5.3500 | .01 .01 .01 .02 .04 5.6000 | .06 .08 .11 .13 .15 5.8500 | .18 .20 .23 .26 .28 6.1000 | .31 .34 .37 .40 .43 6.3500 | .46 .50 .53 .56 .60 6.6000 | .63 .67 .71 .75 .79 6.8500 | .83 .87 .91 .95 1.00 7.1000 | 1.04 1.09 1.13 1.18 1.23 7.3500 | 1.28 1.33 1.38 1.44 1.49 7.6000 | 1.54 1.60 1.66 1.72 1.78 7.8500 | 1.84 1.90 1.96 2.03 2.09 8.1000 | 2.16 2.23 2.30 2.38 2.45 8.3500 | 2.53 2.60 2.68 2.77 2.85 8.6000 | 2.94 3.04 3.14 3.25 3.37 8.8500 | 3.51 3.66 3.81 3.98 4.15 9.1000 | 4.33 4.64 4.99 5.32 5.65 9.3500 | 5.98 6.30 6.63 6.96 7.31 9.6000 | 7.66 8.02 8.40 8.80 9.21 9.8500 | 9.64 10.08 10.55 11.06 11.60 10.1000 | 12.21 12.86 13.56 14.35 15.34 10.3500 | 16.34 17.34 18.35 19.38 20.44 10.6000 | 21.52 22.63 23.80 25.06 26.39 10.8500 | 27.80 29.47 31.24 33.05 34.90 11.1000 | 36.81 38.78 40.87 43.12 45.50 11.3500 | 48.22 51.17 54.21 57.39 60.75 11.6000 | 64.38 68.32 72.99 78.20 84.31 11.8500 | 91.86 102.07 115.86 134.88 160.98 12.1000 | 196.40 242.12 298.52 363.75 434.99 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.111 Name.... REACH 60 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.3500 | 509.23 583.77 656.62 726.52 792.69 12.6000 | 854.29 911.22 961.54 1005.07 1040.40 12.8500 | 1067.72 1086.44 1096.65 1098.82 1093.54 13.1000 | 1081.46 1063.41 1040.46 1013.44 982.94 13.3500 | 949.95 915.94 880.92 845.82 811.54 13.6000 | 777.85 745.51 714.47 684.56 656.34 13.8500 | 629.10 602.85 578.11 554.19 531.32 14.1000 | 510.08 489.75 470.42 452.34 435.29 14.3500 | 419.13 403.92 389.96 376.82 364.39 14.6000 | 352.70 341.70 331.48 321.56 311.93 14.8500 | 302.61 293.55 284.93 276.55 268.35 15.1000 | 260.39 252.74 245.43 238.58 232.07 15.3500 | 225.79 219.79 214.06 208.65 203.54 15.6000 | 198.71 194.28 189.99 185.85 181.87 15.8500 | 178.07 174.42 170.92 167.58 164.39 16.1000 | 161.34 158.49 155.76 153.10 150.51 16.3500 | 148.00 145.56 143.21 140.95 138.77 16.6000 | 136.69 134.68 132.74 130.87 129.08 16.8500 | 127.36 125.69 124.16 122.66 121.19 17.1000 | 119.75 118.36 117.00 115.69 114.42 17.3500 | 113.19 112.00 110.86 109.75 108.68 17.6000 | 107.65 106.65 105.69 104.77 103.87 17.8500 | 103.00 102.16 101.33 100.52 99.73 18.1000 | 98.96 98.21 97.48 96.76 96.07 18.3500 | 95.39 94.74 94.12 93.50 92.87 18.6000 | 92.25 91.62 91.00 90.39 89.78 18.8500 | 89.17 88.57 87.97 87.38 86.78 19.1000 | 86.20 85.61 85.03 84.46 83.89 19.3500 | 83.33 82.76 82.21 81.65 81.09 19.6000 | 80.54 79.98 79.43 78.88 78.32 19.8500 | 77.77 77.22 76.67 76.12 75.58 20.1000 | 75.04 74.50 73.97 73.44 72.91 20.3500 | 72.38 71.85 71.33 70.81 70.30 20.6000 | 69.79 69.30 68.81 68.36 67.91 20.8500 | 67.47 67.02 66.57 66.13 65.69 21.1000 | 65.27 64.85 64.44 64.04 63.65 21.3500 | 63.28 62.91 62.56 62.22 61.90 21.6000 | 61.58 61.28 60.99 60.71 60.44 21.8500 | 60.19 59.94 59.70 59.47 59.25 22.1000 | 59.04 58.84 58.64 58.45 58.26 22.3500 | 58.09 57.91 57.75 57.58 57.42 22.6000 | 57.27 57.12 56.97 56.83 56.69 22.8500 | 56.55 56.42 56.29 56.16 56.03 23.1000 | 55.90 55.78 55.66 55.53 55.41 23.3500 | 55.29 55.18 55.06 54.94 54.82 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.112 Name.... REACH 60 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.6000 | 54.71 54.59 54.48 54.36 54.25 23.8500 | 54.13 54.02 53.91 53.80 53.68 24.1000 | 53.57 53.45 53.31 53.14 52.92 24.3500 | 52.65 52.30 51.87 51.37 50.79 24.6000 | 50.14 49.41 48.63 47.80 46.93 24.8500 | 46.04 45.14 44.16 43.10 41.96 25.1000 | 40.77 39.52 38.25 36.94 35.62 25.3500 | 34.30 32.99 31.72 30.48 29.28 25.6000 | 28.11 27.10 26.07 25.04 24.01 25.8500 | 22.98 21.96 20.97 20.01 19.08 26.1000 | 18.19 17.36 16.60 15.88 15.20 26.3500 | 14.55 13.97 13.51 13.04 12.58 26.6000 | 12.12 11.66 11.20 10.76 10.32 26.8500 | 9.89 9.48 9.08 8.69 8.32 27.1000 | 7.97 7.62 7.30 6.98 6.69 27.3500 | 6.42 6.16 5.92 5.69 5.49 27.6000 | 5.31 5.14 4.99 4.85 4.71 27.8500 | 4.59 4.47 4.37 4.31 4.26 28.1000 | 4.20 4.14 4.07 4.01 3.95 28.3500 | 3.88 3.82 3.75 3.68 3.62 28.6000 | 3.55 3.48 3.41 3.35 3.28 28.8500 | 3.21 3.15 3.08 3.02 2.95 29.1000 | 2.89 2.83 2.76 2.70 2.64 29.3500 | 2.58 2.53 2.47 2.41 2.36 29.6000 | 2.30 2.25 2.20 2.15 2.10 29.8500 | 2.05 2.00 1.95 1.91 1.86 30.1000 | 1.82 1.78 1.74 1.69 1.66 30.3500 | 1.62 1.58 1.54 1.51 1.47 30.6000 | 1.44 1.41 1.37 1.34 1.31 30.8500 | 1.28 1.25 1.23 1.20 1.17 31.1000 | 1.15 1.12 1.10 1.07 1.05 31.3500 | 1.03 1.00 .98 .96 .94 31.6000 | .92 .90 .88 .87 .85 31.8500 | .83 .81 .80 .78 .76 32.1000 | .75 .73 .72 .71 .69 32.3500 | .68 .66 .65 .64 .63 32.6000 | .61 .60 .59 .58 .57 32.8500 | .56 .55 .54 .53 .52 33.1000 | .51 .50 .49 .48 .47 33.3500 | .46 .46 .45 .44 .43 33.6000 | .42 .42 .41 .40 .40 33.8500 | .39 .38 .38 .37 .36 34.1000 | .36 .35 .34 .34 .33 34.3500 | .33 .32 .32 .31 .30 34.6000 | .30 .29 .29 .28 .28 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.113 Name.... REACH 60 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.8500 | .28 .27 .27 .26 .26 35.1000 | .25 .25 .24 .24 .24 35.3500 | .23 .23 .22 .22 .22 35.6000 | .21 .21 .21 .20 .20 35.8500 | .20 .19 .19 .19 .18 36.1000 | .18 .18 .17 .17 .17 36.3500 | .17 .16 .16 .16 .16 36.6000 | .15 .15 .15 .15 .14 36.8500 | .14 .14 .14 .13 .13 37.1000 | .13 .13 .13 .12 .12 37.3500 | .12 .12 .12 .11 .11 37.6000 | .11 .11 .11 .10 .10 37.8500 | .10 .10 .10 .10 .09 38.1000 | .09 .09 .09 .09 .09 38.3500 | .09 .08 .08 .08 .08 38.6000 | .08 .08 .08 .08 .07 38.8500 | .07 .07 .07 .07 .07 39.1000 | .07 .07 .06 .06 .06 39.3500 | .06 .06 .06 .06 .06 39.6000 | .06 .06 .05 .05 .05 39.8500 | .05 .05 .05 .05 .05 40.1000 | .05 .05 .05 .05 .05 40.3500 | .04 .04 .04 .04 .04 40.6000 | .04 .04 .04 .04 .04 40.8500 | .04 .04 .04 .04 .04 41.1000 | .03 .03 .03 .03 .03 41.3500 | .03 .03 .03 .03 .03 41.6000 | .03 .03 .03 .03 .03 41.8500 | .03 .03 .03 .03 .03 42.1000 | .02 .02 .02 .02 .02 42.3500 | .02 .02 .02 .02 .02 42.6000 | .02 .02 .02 .02 .02 42.8500 | .02 .02 .02 .02 .02 43.1000 | .02 .02 .02 .02 .02 43.3500 | .02 .02 .02 .02 .02 43.6000 | .02 .01 .01 .01 .01 43.8500 | .01 .01 .01 .01 .01 44.1000 | .01 .01 .01 .01 .01 44.3500 | .01 .01 .01 .01 .01 44.6000 | .01 .01 .01 .01 .01 44.8500 | .01 .01 .01 .01 .01 45.1000 | .01 .01 .01 .01 .01 45.3500 | .01 .01 .01 .01 .01 45.6000 | .01 .01 .01 .01 .01 45.8500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.114 Name.... REACH 60 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 46.1000 | .01 .01 .01 .01 .01 46.3500 | .01 .01 .01 .01 .01 46.6000 | .01 .01 .01 .01 .01 46.8500 | .01 .01 .01 .01 .01 47.1000 | .01 .01 .01 .01 .01 47.3500 | .01 .01 .01 .01 .01 47.6000 | .01 .01 .01 .01 .01 47.8500 | .01 .01 .01 .01 .01 48.1000 | .01 .01 .01 .01 .01 48.3500 | .01 .01 .01 .01 .01 48.6000 | .01 .01 .01 .01 .01 48.8500 | .01 .01 .01 .01 .01 49.1000 | .01 .01 .01 .01 .01 49.3500 | .01 .01 .01 .01 .01 49.6000 | .01 .01 .01 .01 .01 49.8500 | .01 .01 .01 .01 .01 50.1000 | .01 .01 .01 .01 .01 50.3500 | .01 .01 .01 .01 .01 50.6000 | .01 .01 .01 .01 .01 50.8500 | .01 .01 .01 .01 .01 51.1000 | .01 .01 .01 .01 .01 51.3500 | .01 .01 .01 .01 .01 51.6000 | .01 .01 .01 .01 .01 51.8500 | .01 .01 .01 .01 .01 52.1000 | .01 .01 .01 .01 .01 52.3500 | .01 .01 .01 .01 .01 52.6000 | .01 .01 .01 .01 .01 52.8500 | .01 .01 .01 .01 .01 53.1000 | .01 .01 .01 .01 .01 53.3500 | .01 .01 .01 .01 .01 53.6000 | .01 .01 .01 .01 .01 53.8500 | .01 .01 .01 .01 .01 54.1000 | .01 .01 .01 .01 .01 54.3500 | .01 .01 .01 .01 .01 54.6000 | .01 .01 .01 .01 .01 54.8500 | .01 .01 .01 .01 .01 55.1000 | .01 .01 .01 .01 .01 55.3500 | .01 .01 .01 .01 .01 55.6000 | .01 .01 .01 .01 .01 55.8500 | .01 .01 .01 .01 .01 56.1000 | .01 .01 .01 .01 .01 56.3500 | .01 .01 .01 .01 .01 56.6000 | .01 .01 .01 .01 .01 56.8500 | .01 .01 .01 .01 .01 57.1000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.115 Name.... REACH 60 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 57.3500 | .01 .01 .01 .01 .01 57.6000 | .01 .01 .01 .01 .01 57.8500 | .01 .01 .01 .01 .01 58.1000 | .01 .01 .01 .01 .01 58.3500 | .01 .01 .01 .01 .01 58.6000 | .01 .01 .01 .01 .01 58.8500 | .01 .01 .01 .01 .01 59.1000 | .01 .01 .01 .01 .01 59.3500 | .01 .01 .01 .01 .01 59.6000 | .01 .01 .01 .01 .01 59.8500 | .01 .01 .01 .01 .01 60.1000 | .01 .01 .01 .01 .01 60.3500 | .01 .01 .01 .01 .01 60.6000 | .01 .01 .01 .01 .01 60.8500 | .01 .01 .01 .01 .01 61.1000 | .01 .01 .01 .01 .01 61.3500 | .01 .01 .01 .01 .01 61.6000 | .01 .01 .01 .01 .01 61.8500 | .01 .01 .01 .01 .01 62.1000 | .01 .01 .01 .01 .01 62.3500 | .01 .01 .01 .01 .01 62.6000 | .01 .01 .01 .01 .01 62.8500 | .01 .01 .01 .01 .01 63.1000 | .01 .01 .01 .01 .01 63.3500 | .01 .01 .01 .01 .01 63.6000 | .01 .01 .01 .01 .01 63.8500 | .01 .01 .01 .01 .01 64.1000 | .01 .01 .01 .01 .01 64.3500 | .01 .01 .01 .01 .01 64.6000 | .01 .00 .00 .00 .00 64.8500 | .00 .00 .00 .00 .00 65.1000 | .00 .00 .00 .00 .00 65.3500 | .00 .00 .00 .00 .00 65.6000 | .00 .00 .00 .00 .00 65.8500 | .00 .00 .00 .00 .00 66.1000 | .00 .00 .00 .00 .00 66.3500 | .00 .00 .00 .00 .00 66.6000 | .00 .00 .00 .00 .00 66.8500 | .00 .00 .00 .00 .00 67.1000 | .00 .00 .00 .00 .00 67.3500 | .00 .00 .00 .00 .00 67.6000 | .00 .00 .00 .00 .00 67.8500 | .00 .00 .00 .00 .00 68.1000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.116 Name.... REACH 60 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J6 25-yr Outflow HYG file = NONE STORED - REACH 60 25-yr Reach Link Data = REACH 60 Reach Length = 1585.00 ft Approx. Total Tt = .1294 hrs (based on Wtd.Q = 609.91 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1271.61 cfs at 12.9000 hrs Peak Outflow = 1258.76 cfs at 12.9500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 12427540 - Infiltration = 0 - HYG Vol OUT = 12427500 - Retained Vol = 77 ---------- Unrouted Vol = 31 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.117 Name.... REACH 60 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 60 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1258.76 cfs Time to Peak = 12.9500 hrs HYG Volume = 12427500 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .01 .01 .01 .02 .04 5.2500 | .06 .08 .11 .13 .15 5.5000 | .18 .21 .23 .26 .29 5.7500 | .32 .35 .38 .41 .44 6.0000 | .48 .51 .55 .59 .62 6.2500 | .66 .70 .74 .78 .83 6.5000 | .87 .91 .96 1.00 1.05 6.7500 | 1.10 1.15 1.20 1.25 1.30 7.0000 | 1.36 1.41 1.47 1.53 1.59 7.2500 | 1.65 1.71 1.77 1.83 1.90 7.5000 | 1.97 2.04 2.11 2.18 2.25 7.7500 | 2.33 2.41 2.48 2.56 2.65 8.0000 | 2.73 2.82 2.92 3.01 3.12 8.2500 | 3.23 3.35 3.49 3.63 3.79 8.5000 | 3.94 4.11 4.28 4.51 4.84 8.7500 | 5.16 5.46 5.76 6.06 6.36 9.0000 | 6.66 6.97 7.29 7.62 7.97 9.2500 | 8.34 8.72 9.13 9.55 10.00 9.5000 | 10.47 10.97 11.52 12.13 12.78 9.7500 | 13.47 14.22 15.19 16.16 17.12 10.0000 | 18.09 19.06 20.04 21.03 22.04 10.2500 | 23.08 24.15 25.29 26.50 27.76 10.5000 | 29.21 30.76 32.33 33.91 35.52 10.7500 | 37.17 38.86 40.61 42.45 44.42 11.0000 | 46.50 48.93 51.41 53.96 56.60 11.2500 | 59.33 62.21 65.27 68.53 72.28 11.5000 | 76.18 80.27 84.62 89.37 94.67 11.7500 | 101.13 108.72 118.15 130.65 147.78 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.118 Name.... REACH 60 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.0000 | 171.13 202.89 245.36 299.79 365.63 12.2500 | 440.74 522.08 606.43 690.91 773.20 12.5000 | 852.13 927.07 996.77 1060.07 1116.45 12.7500 | 1164.06 1202.72 1231.24 1249.81 1258.76 13.0000 | 1258.63 1250.11 1233.95 1210.98 1182.29 13.2500 | 1149.14 1112.88 1074.02 1034.00 993.81 13.5000 | 953.59 914.64 876.56 839.93 805.07 13.7500 | 771.55 740.00 709.88 681.10 654.19 14.0000 | 628.32 603.56 580.32 557.81 536.18 14.2500 | 515.82 496.32 477.69 460.08 443.65 14.5000 | 427.91 412.99 399.00 386.18 374.04 14.7500 | 362.60 351.88 341.84 332.57 323.67 15.0000 | 315.11 306.85 298.86 291.05 283.65 15.2500 | 276.29 269.04 261.94 255.06 248.43 15.5000 | 242.08 236.15 230.37 224.79 219.43 15.7500 | 214.28 209.37 204.71 200.25 196.11 16.0000 | 192.13 188.25 184.50 180.88 177.40 16.2500 | 174.07 170.88 167.82 164.90 162.11 16.5000 | 159.48 157.02 154.62 152.28 150.01 16.7500 | 147.82 145.69 143.64 141.66 139.75 17.0000 | 137.93 136.17 134.48 132.85 131.27 17.2500 | 129.76 128.31 126.92 125.58 124.35 17.5000 | 123.14 121.96 120.80 119.68 118.59 17.7500 | 117.53 116.50 115.51 114.55 113.61 18.0000 | 112.70 111.81 110.94 110.10 109.26 18.2500 | 108.45 107.65 106.87 106.10 105.35 18.5000 | 104.62 103.90 103.19 102.50 101.81 18.7500 | 101.13 100.44 99.76 99.08 98.40 19.0000 | 97.73 97.06 96.40 95.75 95.10 19.2500 | 94.50 93.88 93.26 92.64 92.01 19.5000 | 91.38 90.75 90.11 89.48 88.85 19.7500 | 88.22 87.59 86.96 86.34 85.71 20.0000 | 85.09 84.47 83.85 83.24 82.63 20.2500 | 82.02 81.41 80.80 80.20 79.60 20.5000 | 79.00 78.41 77.82 77.24 76.67 20.7500 | 76.12 75.58 75.05 74.53 74.03 21.0000 | 73.54 73.06 72.59 72.14 71.69 21.2500 | 71.26 70.85 70.44 70.06 69.69 21.5000 | 69.34 68.99 68.67 68.37 68.08 21.7500 | 67.80 67.52 67.25 66.99 66.73 22.0000 | 66.48 66.25 66.01 65.79 65.57 22.2500 | 65.36 65.16 64.96 64.77 64.58 22.5000 | 64.40 64.23 64.05 63.88 63.72 22.7500 | 63.56 63.40 63.24 63.09 62.94 23.0000 | 62.79 62.65 62.50 62.36 62.22 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.119 Name.... REACH 60 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.2500 | 62.08 61.94 61.81 61.67 61.54 23.5000 | 61.40 61.27 61.14 61.01 60.88 23.7500 | 60.75 60.62 60.49 60.37 60.24 24.0000 | 60.11 59.99 59.86 59.72 59.56 24.2500 | 59.37 59.13 58.82 58.42 57.93 24.5000 | 57.35 56.67 55.90 55.05 54.12 24.7500 | 53.11 52.05 50.94 49.78 48.58 25.0000 | 47.33 46.07 44.84 43.54 42.17 25.2500 | 40.76 39.31 37.84 36.36 34.88 25.5000 | 33.44 32.04 30.69 29.38 28.11 25.7500 | 27.04 25.95 24.86 23.79 22.72 26.0000 | 21.67 20.66 19.68 18.75 17.87 26.2500 | 17.05 16.29 15.58 14.90 14.26 26.5000 | 13.75 13.28 12.81 12.34 11.87 26.7500 | 11.41 10.96 10.52 10.08 9.66 27.0000 | 9.26 8.86 8.48 8.12 7.77 27.2500 | 7.44 7.12 6.82 6.53 6.27 27.5000 | 6.02 5.79 5.57 5.38 5.21 27.7500 | 5.05 4.91 4.77 4.64 4.52 28.0000 | 4.41 4.34 4.28 4.22 4.16 28.2500 | 4.10 4.04 3.98 3.91 3.85 28.5000 | 3.78 3.71 3.65 3.58 3.51 28.7500 | 3.45 3.38 3.31 3.25 3.18 29.0000 | 3.11 3.05 2.98 2.92 2.86 29.2500 | 2.80 2.73 2.67 2.61 2.56 29.5000 | 2.50 2.44 2.39 2.33 2.28 29.7500 | 2.23 2.17 2.12 2.07 2.03 30.0000 | 1.98 1.93 1.89 1.84 1.80 30.2500 | 1.76 1.72 1.68 1.64 1.60 30.5000 | 1.57 1.53 1.49 1.46 1.43 30.7500 | 1.39 1.36 1.33 1.30 1.27 31.0000 | 1.25 1.22 1.19 1.16 1.14 31.2500 | 1.11 1.09 1.07 1.04 1.02 31.5000 | 1.00 .98 .96 .94 .92 31.7500 | .90 .88 .86 .84 .83 32.0000 | .81 .79 .78 .76 .75 32.2500 | .73 .72 .70 .69 .68 32.5000 | .66 .65 .64 .63 .61 32.7500 | .60 .59 .58 .57 .56 33.0000 | .55 .54 .53 .52 .51 33.2500 | .50 .49 .48 .47 .46 33.5000 | .46 .45 .44 .43 .42 33.7500 | .42 .41 .40 .40 .39 34.0000 | .38 .38 .37 .36 .36 34.2500 | .35 .34 .34 .33 .33 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.120 Name.... REACH 60 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.5000 | .32 .32 .31 .31 .30 34.7500 | .29 .29 .29 .28 .28 35.0000 | .27 .27 .26 .26 .25 35.2500 | .25 .24 .24 .24 .23 35.5000 | .23 .23 .22 .22 .21 35.7500 | .21 .21 .20 .20 .20 36.0000 | .19 .19 .19 .18 .18 36.2500 | .18 .18 .17 .17 .17 36.5000 | .16 .16 .16 .16 .15 36.7500 | .15 .15 .15 .14 .14 37.0000 | .14 .14 .13 .13 .13 37.2500 | .13 .13 .12 .12 .12 37.5000 | .12 .12 .11 .11 .11 37.7500 | .11 .11 .10 .10 .10 38.0000 | .10 .10 .10 .09 .09 38.2500 | .09 .09 .09 .09 .09 38.5000 | .08 .08 .08 .08 .08 38.7500 | .08 .08 .08 .07 .07 39.0000 | .07 .07 .07 .07 .07 39.2500 | .07 .06 .06 .06 .06 39.5000 | .06 .06 .06 .06 .06 39.7500 | .06 .06 .05 .05 .05 40.0000 | .05 .05 .05 .05 .05 40.2500 | .05 .05 .05 .05 .04 40.5000 | .04 .04 .04 .04 .04 40.7500 | .04 .04 .04 .04 .04 41.0000 | .04 .04 .04 .04 .03 41.2500 | .03 .03 .03 .03 .03 41.5000 | .03 .03 .03 .03 .03 41.7500 | .03 .03 .03 .03 .03 42.0000 | .03 .03 .03 .03 .02 42.2500 | .02 .02 .02 .02 .02 42.5000 | .02 .02 .02 .02 .02 42.7500 | .02 .02 .02 .02 .02 43.0000 | .02 .02 .02 .02 .02 43.2500 | .02 .02 .02 .02 .02 43.5000 | .02 .02 .02 .02 .02 43.7500 | .02 .01 .01 .01 .01 44.0000 | .01 .01 .01 .01 .01 44.2500 | .01 .01 .01 .01 .01 44.5000 | .01 .01 .01 .01 .01 44.7500 | .01 .01 .01 .01 .01 45.0000 | .01 .01 .01 .01 .01 45.2500 | .01 .01 .01 .01 .01 45.5000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.121 Name.... REACH 60 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.7500 | .01 .01 .01 .01 .01 46.0000 | .01 .01 .01 .01 .01 46.2500 | .01 .01 .01 .01 .01 46.5000 | .01 .01 .01 .01 .01 46.7500 | .01 .01 .01 .01 .01 47.0000 | .01 .01 .01 .01 .01 47.2500 | .01 .01 .01 .01 .01 47.5000 | .01 .01 .01 .01 .01 47.7500 | .01 .01 .01 .01 .01 48.0000 | .01 .01 .01 .01 .01 48.2500 | .01 .01 .01 .01 .01 48.5000 | .01 .01 .01 .01 .01 48.7500 | .01 .01 .01 .01 .01 49.0000 | .01 .01 .01 .01 .01 49.2500 | .01 .01 .01 .01 .01 49.5000 | .01 .01 .01 .01 .01 49.7500 | .01 .01 .01 .01 .01 50.0000 | .01 .01 .01 .01 .01 50.2500 | .01 .01 .01 .01 .01 50.5000 | .01 .01 .01 .01 .01 50.7500 | .01 .01 .01 .01 .01 51.0000 | .01 .01 .01 .01 .01 51.2500 | .01 .01 .01 .01 .01 51.5000 | .01 .01 .01 .01 .01 51.7500 | .01 .01 .01 .01 .01 52.0000 | .01 .01 .01 .01 .01 52.2500 | .01 .01 .01 .01 .01 52.5000 | .01 .01 .01 .01 .01 52.7500 | .01 .01 .01 .01 .01 53.0000 | .01 .01 .01 .01 .01 53.2500 | .01 .01 .01 .01 .01 53.5000 | .01 .01 .01 .01 .01 53.7500 | .01 .01 .01 .01 .01 54.0000 | .01 .01 .01 .01 .01 54.2500 | .01 .01 .01 .01 .01 54.5000 | .01 .01 .01 .01 .01 54.7500 | .01 .01 .01 .01 .01 55.0000 | .01 .01 .01 .01 .01 55.2500 | .01 .01 .01 .01 .01 55.5000 | .01 .01 .01 .01 .01 55.7500 | .01 .01 .01 .01 .01 56.0000 | .01 .01 .01 .01 .01 56.2500 | .01 .01 .01 .01 .01 56.5000 | .01 .01 .01 .01 .01 56.7500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.122 Name.... REACH 60 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 57.0000 | .01 .01 .01 .01 .01 57.2500 | .01 .01 .01 .01 .01 57.5000 | .01 .01 .01 .01 .01 57.7500 | .01 .01 .01 .01 .01 58.0000 | .01 .01 .01 .01 .01 58.2500 | .01 .01 .01 .01 .01 58.5000 | .01 .01 .01 .01 .01 58.7500 | .01 .01 .01 .01 .01 59.0000 | .01 .01 .01 .01 .01 59.2500 | .01 .01 .01 .01 .01 59.5000 | .01 .01 .01 .01 .01 59.7500 | .01 .01 .01 .01 .01 60.0000 | .01 .01 .01 .01 .01 60.2500 | .01 .01 .01 .01 .01 60.5000 | .01 .01 .01 .01 .01 60.7500 | .01 .01 .01 .01 .01 61.0000 | .01 .01 .01 .01 .01 61.2500 | .01 .01 .01 .01 .01 61.5000 | .01 .01 .01 .01 .01 61.7500 | .01 .01 .01 .01 .01 62.0000 | .01 .01 .01 .01 .01 62.2500 | .01 .01 .01 .01 .01 62.5000 | .01 .01 .01 .01 .01 62.7500 | .01 .01 .01 .01 .01 63.0000 | .01 .01 .01 .01 .01 63.2500 | .01 .01 .01 .01 .01 63.5000 | .01 .01 .01 .01 .01 63.7500 | .01 .01 .01 .01 .01 64.0000 | .01 .01 .01 .01 .01 64.2500 | .01 .01 .01 .01 .01 64.5000 | .01 .01 .01 .01 .01 64.7500 | .00 .00 .00 .00 .00 65.0000 | .00 .00 .00 .00 .00 65.2500 | .00 .00 .00 .00 .00 65.5000 | .00 .00 .00 .00 .00 65.7500 | .00 .00 .00 .00 .00 66.0000 | .00 .00 .00 .00 .00 66.2500 | .00 .00 .00 .00 .00 66.5000 | .00 .00 .00 .00 .00 66.7500 | .00 .00 .00 .00 .00 67.0000 | .00 .00 .00 .00 .00 67.2500 | .00 .00 .00 .00 .00 67.5000 | .00 .00 .00 .00 .00 67.7500 | .00 .00 .00 .00 .00 68.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.123 Name.... REACH 60 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 68.2500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 9.124 Name.... REACH 60 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr MODIFIED PULS REACH ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - J6 100-yr Outflow HYG file = NONE STORED - REACH 60 100-yr Reach Link Data = REACH 60 Reach Length = 1585.00 ft Approx. Total Tt = .1201 hrs (based on Wtd.Q = 805.76 cfs) Reach Channel = Chn-Trapz - 1 (Chn-Trapz.) Overflow Elev. = 593.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1695.01 cfs at 12.8500 hrs Peak Outflow = 1681.37 cfs at 12.9500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 16691250 - Infiltration = 0 - HYG Vol OUT = 16691200 - Retained Vol = 77 ---------- Unrouted Vol = 28 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.125 Name.... REACH 60 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 60 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1681.37 cfs Time to Peak = 12.9500 hrs HYG Volume = 16691200 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6000 | .00 .00 .00 .00 .00 3.8500 | .00 .00 .00 .00 .00 4.1000 | .00 .00 .00 .00 .01 4.3500 | .01 .01 .02 .04 .06 4.6000 | .09 .11 .14 .17 .20 4.8500 | .23 .26 .29 .32 .35 5.1000 | .39 .42 .46 .50 .54 5.3500 | .58 .62 .67 .71 .75 5.6000 | .80 .85 .90 .95 1.00 5.8500 | 1.05 1.11 1.16 1.22 1.28 6.1000 | 1.34 1.40 1.46 1.53 1.59 6.3500 | 1.66 1.73 1.80 1.88 1.95 6.6000 | 2.03 2.11 2.19 2.27 2.36 6.8500 | 2.44 2.53 2.63 2.73 2.83 7.1000 | 2.94 3.06 3.19 3.33 3.49 7.3500 | 3.65 3.82 4.00 4.18 4.37 7.6000 | 4.72 5.07 5.40 5.72 6.04 7.8500 | 6.34 6.65 6.96 7.27 7.58 8.1000 | 7.91 8.24 8.59 8.94 9.31 8.3500 | 9.70 10.10 10.51 10.95 11.42 8.6000 | 11.93 12.49 13.10 13.73 14.49 8.8500 | 15.39 16.28 17.17 18.08 18.99 9.1000 | 19.91 20.85 21.80 22.78 23.78 9.3500 | 24.84 25.96 27.12 28.35 29.80 9.6000 | 31.23 32.66 34.08 35.50 36.92 9.8500 | 38.35 39.78 41.23 42.71 44.25 10.1000 | 45.84 47.58 49.40 51.23 53.06 10.3500 | 54.90 56.78 58.70 60.66 62.67 10.6000 | 64.77 66.98 69.33 71.92 74.56 10.8500 | 77.24 80.01 82.86 85.82 88.94 11.1000 | 92.25 95.82 99.80 103.93 108.24 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.126 Name.... REACH 60 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.3500 | 112.77 117.59 122.80 128.56 134.87 11.6000 | 141.58 148.88 157.05 166.80 178.59 11.8500 | 193.20 212.58 238.26 273.28 320.03 12.1000 | 380.91 456.82 547.26 649.74 761.12 12.3500 | 878.09 994.86 1106.98 1212.08 1308.80 12.6000 | 1395.83 1472.89 1538.60 1592.57 1633.77 12.8500 | 1662.46 1678.20 1681.37 1672.85 1653.76 13.1000 | 1625.51 1589.06 1545.69 1497.18 1445.23 13.3500 | 1390.55 1335.46 1279.97 1225.88 1173.11 13.6000 | 1122.69 1074.52 1028.86 985.83 944.91 13.8500 | 906.73 870.37 836.26 804.19 773.72 14.1000 | 745.11 717.87 691.83 667.23 643.83 14.3500 | 621.47 600.27 580.45 561.50 543.51 14.6000 | 526.50 510.44 494.82 479.74 465.26 14.8500 | 451.70 438.62 426.02 413.91 402.30 15.1000 | 391.51 381.24 371.50 362.33 353.76 15.3500 | 345.73 338.33 331.33 324.64 318.24 15.6000 | 312.12 306.23 300.55 295.01 289.56 15.8500 | 284.20 278.70 273.10 267.44 261.76 16.1000 | 256.11 250.55 245.11 239.91 234.90 16.3500 | 229.98 225.20 220.59 216.16 211.91 16.6000 | 207.85 204.00 200.32 196.91 193.65 16.8500 | 190.49 187.43 184.48 181.65 178.94 17.1000 | 176.36 173.89 171.53 169.27 167.10 17.3500 | 165.03 163.07 161.18 159.41 157.75 17.6000 | 156.12 154.54 153.01 151.53 150.10 17.8500 | 148.71 147.37 146.07 144.81 143.59 18.1000 | 142.39 141.23 140.09 138.99 137.92 18.3500 | 136.88 135.86 134.86 133.87 132.90 18.6000 | 131.95 131.00 130.07 129.15 128.24 18.8500 | 127.35 126.47 125.60 124.77 123.94 19.1000 | 123.11 122.26 121.42 120.57 119.73 19.3500 | 118.89 118.05 117.22 116.39 115.57 19.6000 | 114.76 113.94 113.13 112.32 111.52 19.8500 | 110.71 109.91 109.11 108.31 107.51 20.1000 | 106.71 105.92 105.13 104.36 103.58 20.3500 | 102.81 102.05 101.29 100.53 99.76 20.6000 | 99.01 98.25 97.51 96.79 96.08 20.8500 | 95.38 94.73 94.10 93.48 92.86 21.1000 | 92.25 91.66 91.09 90.53 89.98 21.3500 | 89.46 88.95 88.47 88.00 87.55 21.6000 | 87.12 86.71 86.31 85.93 85.57 21.8500 | 85.22 84.89 84.57 84.26 83.96 22.1000 | 83.68 83.41 83.15 82.89 82.65 22.3500 | 82.41 82.18 81.95 81.73 81.52 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.127 Name.... REACH 60 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6000 | 81.31 81.10 80.90 80.70 80.51 22.8500 | 80.31 80.13 79.94 79.76 79.57 23.1000 | 79.40 79.22 79.04 78.87 78.70 23.3500 | 78.53 78.36 78.19 78.02 77.86 23.6000 | 77.69 77.53 77.37 77.20 77.04 23.8500 | 76.88 76.72 76.56 76.40 76.23 24.1000 | 76.07 75.89 75.69 75.44 75.11 24.3500 | 74.69 74.15 73.47 72.66 71.73 24.6000 | 70.68 69.54 68.34 67.10 65.75 24.8500 | 64.30 62.74 61.09 59.36 57.53 25.1000 | 55.65 53.71 51.77 49.85 47.93 25.3500 | 46.06 44.34 42.58 40.80 39.01 25.6000 | 37.24 35.51 33.84 32.24 30.72 25.8500 | 29.25 27.89 26.71 25.54 24.38 26.1000 | 23.24 22.13 21.06 20.03 19.04 26.3500 | 18.12 17.26 16.47 15.73 15.03 26.6000 | 14.37 13.82 13.34 12.86 12.39 26.8500 | 11.92 11.45 11.00 10.55 10.11 27.1000 | 9.69 9.28 8.89 8.51 8.14 27.3500 | 7.79 7.46 7.14 6.83 6.55 27.6000 | 6.28 6.03 5.80 5.59 5.40 27.8500 | 5.22 5.06 4.92 4.78 4.66 28.1000 | 4.54 4.42 4.35 4.29 4.23 28.3500 | 4.17 4.11 4.05 3.98 3.92 28.6000 | 3.86 3.79 3.72 3.66 3.59 28.8500 | 3.52 3.46 3.39 3.33 3.26 29.1000 | 3.19 3.13 3.06 3.00 2.94 29.3500 | 2.87 2.81 2.75 2.69 2.63 29.6000 | 2.57 2.52 2.46 2.40 2.35 29.8500 | 2.30 2.24 2.19 2.14 2.09 30.1000 | 2.05 2.00 1.95 1.91 1.86 30.3500 | 1.82 1.78 1.74 1.70 1.66 30.6000 | 1.62 1.59 1.55 1.51 1.48 30.8500 | 1.45 1.42 1.38 1.35 1.32 31.1000 | 1.29 1.27 1.24 1.21 1.18 31.3500 | 1.16 1.13 1.11 1.09 1.06 31.6000 | 1.04 1.02 1.00 .98 .96 31.8500 | .94 .92 .90 .88 .86 32.1000 | .84 .83 .81 .79 .78 32.3500 | .76 .75 .73 .72 .71 32.6000 | .69 .68 .67 .65 .64 32.8500 | .63 .62 .61 .59 .58 33.1000 | .57 .56 .55 .54 .53 33.3500 | .52 .51 .50 .49 .49 33.6000 | .48 .47 .46 .45 .44 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.128 Name.... REACH 60 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.8500 | .44 .43 .42 .41 .41 34.1000 | .40 .39 .39 .38 .37 34.3500 | .37 .36 .35 .35 .34 34.6000 | .34 .33 .32 .32 .31 34.8500 | .31 .30 .30 .29 .29 35.1000 | .28 .28 .27 .27 .26 35.3500 | .26 .26 .25 .25 .24 35.6000 | .24 .24 .23 .23 .22 35.8500 | .22 .22 .21 .21 .21 36.1000 | .20 .20 .20 .19 .19 36.3500 | .19 .18 .18 .18 .17 36.6000 | .17 .17 .17 .16 .16 36.8500 | .16 .16 .15 .15 .15 37.1000 | .15 .14 .14 .14 .14 37.3500 | .13 .13 .13 .13 .13 37.6000 | .12 .12 .12 .12 .12 37.8500 | .11 .11 .11 .11 .11 38.1000 | .10 .10 .10 .10 .10 38.3500 | .10 .09 .09 .09 .09 38.6000 | .09 .09 .09 .08 .08 38.8500 | .08 .08 .08 .08 .08 39.1000 | .08 .07 .07 .07 .07 39.3500 | .07 .07 .07 .07 .06 39.6000 | .06 .06 .06 .06 .06 39.8500 | .06 .06 .06 .06 .05 40.1000 | .05 .05 .05 .05 .05 40.3500 | .05 .05 .05 .05 .05 40.6000 | .05 .04 .04 .04 .04 40.8500 | .04 .04 .04 .04 .04 41.1000 | .04 .04 .04 .04 .04 41.3500 | .04 .04 .03 .03 .03 41.6000 | .03 .03 .03 .03 .03 41.8500 | .03 .03 .03 .03 .03 42.1000 | .03 .03 .03 .03 .03 42.3500 | .03 .03 .02 .02 .02 42.6000 | .02 .02 .02 .02 .02 42.8500 | .02 .02 .02 .02 .02 43.1000 | .02 .02 .02 .02 .02 43.3500 | .02 .02 .02 .02 .02 43.6000 | .02 .02 .02 .02 .02 43.8500 | .02 .02 .02 .01 .01 44.1000 | .01 .01 .01 .01 .01 44.3500 | .01 .01 .01 .01 .01 44.6000 | .01 .01 .01 .01 .01 44.8500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.129 Name.... REACH 60 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.1000 | .01 .01 .01 .01 .01 45.3500 | .01 .01 .01 .01 .01 45.6000 | .01 .01 .01 .01 .01 45.8500 | .01 .01 .01 .01 .01 46.1000 | .01 .01 .01 .01 .01 46.3500 | .01 .01 .01 .01 .01 46.6000 | .01 .01 .01 .01 .01 46.8500 | .01 .01 .01 .01 .01 47.1000 | .01 .01 .01 .01 .01 47.3500 | .01 .01 .01 .01 .01 47.6000 | .01 .01 .01 .01 .01 47.8500 | .01 .01 .01 .01 .01 48.1000 | .01 .01 .01 .01 .01 48.3500 | .01 .01 .01 .01 .01 48.6000 | .01 .01 .01 .01 .01 48.8500 | .01 .01 .01 .01 .01 49.1000 | .01 .01 .01 .01 .01 49.3500 | .01 .01 .01 .01 .01 49.6000 | .01 .01 .01 .01 .01 49.8500 | .01 .01 .01 .01 .01 50.1000 | .01 .01 .01 .01 .01 50.3500 | .01 .01 .01 .01 .01 50.6000 | .01 .01 .01 .01 .01 50.8500 | .01 .01 .01 .01 .01 51.1000 | .01 .01 .01 .01 .01 51.3500 | .01 .01 .01 .01 .01 51.6000 | .01 .01 .01 .01 .01 51.8500 | .01 .01 .01 .01 .01 52.1000 | .01 .01 .01 .01 .01 52.3500 | .01 .01 .01 .01 .01 52.6000 | .01 .01 .01 .01 .01 52.8500 | .01 .01 .01 .01 .01 53.1000 | .01 .01 .01 .01 .01 53.3500 | .01 .01 .01 .01 .01 53.6000 | .01 .01 .01 .01 .01 53.8500 | .01 .01 .01 .01 .01 54.1000 | .01 .01 .01 .01 .01 54.3500 | .01 .01 .01 .01 .01 54.6000 | .01 .01 .01 .01 .01 54.8500 | .01 .01 .01 .01 .01 55.1000 | .01 .01 .01 .01 .01 55.3500 | .01 .01 .01 .01 .01 55.6000 | .01 .01 .01 .01 .01 55.8500 | .01 .01 .01 .01 .01 56.1000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.130 Name.... REACH 60 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.3500 | .01 .01 .01 .01 .01 56.6000 | .01 .01 .01 .01 .01 56.8500 | .01 .01 .01 .01 .01 57.1000 | .01 .01 .01 .01 .01 57.3500 | .01 .01 .01 .01 .01 57.6000 | .01 .01 .01 .01 .01 57.8500 | .01 .01 .01 .01 .01 58.1000 | .01 .01 .01 .01 .01 58.3500 | .01 .01 .01 .01 .01 58.6000 | .01 .01 .01 .01 .01 58.8500 | .01 .01 .01 .01 .01 59.1000 | .01 .01 .01 .01 .01 59.3500 | .01 .01 .01 .01 .01 59.6000 | .01 .01 .01 .01 .01 59.8500 | .01 .01 .01 .01 .01 60.1000 | .01 .01 .01 .01 .01 60.3500 | .01 .01 .01 .01 .01 60.6000 | .01 .01 .01 .01 .01 60.8500 | .01 .01 .01 .01 .01 61.1000 | .01 .01 .01 .01 .01 61.3500 | .01 .01 .01 .01 .01 61.6000 | .01 .01 .01 .01 .01 61.8500 | .01 .01 .01 .01 .01 62.1000 | .01 .01 .01 .01 .01 62.3500 | .01 .01 .01 .01 .01 62.6000 | .01 .01 .01 .01 .01 62.8500 | .01 .01 .01 .01 .01 63.1000 | .01 .01 .01 .01 .01 63.3500 | .01 .01 .01 .01 .01 63.6000 | .01 .01 .01 .01 .01 63.8500 | .01 .01 .01 .01 .01 64.1000 | .01 .01 .01 .01 .01 64.3500 | .01 .01 .01 .01 .01 64.6000 | .01 .01 .01 .01 .01 64.8500 | .01 .01 .01 .00 .00 65.1000 | .00 .00 .00 .00 .00 65.3500 | .00 .00 .00 .00 .00 65.6000 | .00 .00 .00 .00 .00 65.8500 | .00 .00 .00 .00 .00 66.1000 | .00 .00 .00 .00 .00 66.3500 | .00 .00 .00 .00 .00 66.6000 | .00 .00 .00 .00 .00 66.8500 | .00 .00 .00 .00 .00 67.1000 | .00 .00 .00 .00 .00 67.3500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 9.131 Name.... REACH 60 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 67.6000 | .00 .00 .00 .00 .00 67.8500 | .00 .00 .00 .00 .00 68.1000 | .00 .00 .00 .00 .00 68.3500 | .00 .00 .00 .00 .00 68.6000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.01 Name.... J1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J1 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 90 SUBAREA1 SUBAREA1 15-Yr ========================================================================== INFLOWS TO: J1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA1 15-Yr 6942341 12.6000 857.97 TOTAL FLOW INTO: J1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J1 15-Yr 6942342 12.6000 857.97 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.02 Name.... J1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = J1 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 857.97 cfs Time to Peak = 12.6000 hrs HYG Volume = 6942342 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.0500 | .00 .00 .00 .01 .02 8.3000 | .02 .04 .07 .09 .13 8.5500 | .20 .26 .33 .46 .58 8.8000 | .71 .89 1.08 1.28 1.51 9.0500 | 1.79 2.06 2.35 2.70 3.04 9.3000 | 3.39 3.80 4.21 4.62 5.06 9.5500 | 5.52 5.97 6.45 6.95 7.44 9.8000 | 7.95 8.49 9.04 9.58 10.18 10.0500 | 10.79 11.40 12.07 12.77 13.47 10.3000 | 14.22 15.05 15.87 16.72 17.70 10.5500 | 18.68 19.66 20.81 21.99 23.17 10.8000 | 24.48 25.90 27.32 28.83 30.55 11.0500 | 32.27 34.01 36.16 38.30 40.44 11.3000 | 43.03 45.76 48.48 51.84 55.80 11.5500 | 59.76 64.96 73.83 82.70 91.57 11.8000 | 116.56 141.72 166.88 208.97 257.45 12.0500 | 305.93 363.47 431.57 499.67 566.51 12.3000 | 628.25 689.98 751.72 785.04 816.35 12.5500 | 847.65 857.97 857.94 857.91 848.58 12.8000 | 825.64 802.70 777.70 740.25 702.79 13.0500 | 665.34 628.00 590.68 553.35 521.05 13.3000 | 491.90 462.76 436.09 414.02 391.95 13.5500 | 370.27 352.63 334.99 317.35 302.75 13.8000 | 288.80 274.86 262.54 251.49 240.45 14.0500 | 230.03 221.10 212.18 203.31 196.19 14.3000 | 189.06 181.94 175.88 170.14 164.40 14.5500 | 159.21 154.57 149.93 145.51 141.77 14.8000 | 138.03 134.29 131.28 128.29 125.30 15.0500 | 122.70 120.28 117.85 115.60 113.56 15.3000 | 111.53 109.54 107.73 105.92 104.11 15.5500 | 102.41 100.72 99.03 97.43 95.88 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.03 Name.... J1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.8000 | 94.34 92.90 91.62 90.34 89.08 16.0500 | 87.96 86.84 85.72 84.66 83.60 16.3000 | 82.54 81.53 80.55 79.57 78.62 16.5500 | 77.74 76.85 75.97 75.18 74.40 16.8000 | 73.62 72.92 72.24 71.56 70.93 17.0500 | 70.34 69.74 69.17 68.65 68.13 17.3000 | 67.61 67.13 66.66 66.19 65.74 17.5500 | 65.30 64.86 64.44 64.02 63.61 17.8000 | 63.20 62.80 62.40 62.00 61.62 18.0500 | 61.23 60.84 60.46 60.08 59.70 18.3000 | 59.33 58.96 58.58 58.21 57.84 18.5500 | 57.47 57.10 56.73 56.37 56.00 18.8000 | 55.63 55.27 54.90 54.53 54.17 19.0500 | 53.80 53.44 53.07 52.71 52.34 19.3000 | 51.98 51.61 51.24 50.88 50.51 19.5500 | 50.15 49.78 49.41 49.05 48.68 19.8000 | 48.31 47.94 47.58 47.21 46.84 20.0500 | 46.48 46.11 45.75 45.38 45.02 20.3000 | 44.67 44.33 43.98 43.65 43.33 20.5500 | 43.01 42.72 42.44 42.15 41.89 20.8000 | 41.65 41.42 41.19 40.99 40.80 21.0500 | 40.60 40.44 40.28 40.12 39.97 21.3000 | 39.84 39.71 39.58 39.46 39.34 21.5500 | 39.23 39.13 39.02 38.92 38.83 21.8000 | 38.73 38.64 38.55 38.46 38.37 22.0500 | 38.29 38.21 38.13 38.04 37.96 22.3000 | 37.88 37.81 37.73 37.65 37.58 22.5500 | 37.50 37.43 37.35 37.28 37.20 22.8000 | 37.13 37.06 36.98 36.91 36.84 23.0500 | 36.77 36.69 36.62 36.55 36.48 23.3000 | 36.41 36.33 36.26 36.19 36.12 23.5500 | 36.05 35.98 35.91 35.84 35.76 23.8000 | 35.69 35.62 35.55 35.48 35.38 24.0500 | 35.16 34.94 34.72 34.21 33.68 24.3000 | 33.14 32.26 31.20 30.13 28.90 24.5500 | 27.42 25.93 24.43 22.83 21.23 24.8000 | 19.63 18.12 16.63 15.13 13.78 25.0500 | 12.52 11.26 10.12 9.21 8.30 25.3000 | 7.40 6.76 6.13 5.49 5.00 25.5500 | 4.54 4.08 3.69 3.36 3.02 25.8000 | 2.71 2.47 2.23 1.99 1.82 26.0500 | 1.64 1.47 1.33 1.20 1.08 26.3000 | .97 .88 .79 .71 .64 26.5500 | .58 .51 .46 .42 .37 26.8000 | .33 .30 .26 .23 .21 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.04 Name.... J1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.0500 | .18 .16 .14 .13 .11 27.3000 | .09 .08 .07 .06 .05 27.5500 | .04 .03 .02 .02 .01 27.8000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.05 Name.... J1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J1 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 90 SUBAREA1 SUBAREA1 25-yr ========================================================================== INFLOWS TO: J1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA1 25-yr 8025762 12.6000 997.04 TOTAL FLOW INTO: J1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J1 25-yr 8025762 12.6000 997.04 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.06 Name.... J1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = J1 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 997.04 cfs Time to Peak = 12.6000 hrs HYG Volume = 8025762 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.5500 | .00 .00 .00 .01 .01 7.8000 | .02 .03 .06 .09 .11 8.0500 | .17 .23 .29 .39 .50 8.3000 | .61 .76 .93 1.10 1.29 8.5500 | 1.52 1.76 2.00 2.30 2.61 8.8000 | 2.91 3.27 3.65 4.02 4.43 9.0500 | 4.88 5.32 5.78 6.29 6.80 9.3000 | 7.31 7.87 8.43 8.99 9.58 9.5500 | 10.18 10.78 11.39 12.02 12.64 9.8000 | 13.28 13.95 14.62 15.30 16.03 10.0500 | 16.78 17.53 18.34 19.20 20.06 10.3000 | 20.97 21.98 22.99 24.02 25.22 10.5500 | 26.42 27.62 29.02 30.46 31.90 10.8000 | 33.50 35.23 36.96 38.80 40.89 11.0500 | 42.98 45.09 47.68 50.27 52.86 11.3000 | 55.99 59.27 62.55 66.59 71.34 11.5500 | 76.09 82.32 92.89 103.46 114.03 11.8000 | 143.37 172.92 202.46 251.53 307.99 12.0500 | 364.45 431.19 509.92 588.65 665.81 12.3000 | 736.55 807.30 878.04 915.63 950.85 12.5500 | 986.08 997.04 996.02 995.01 983.30 12.8000 | 955.92 928.54 898.82 854.94 811.05 13.0500 | 767.17 723.68 680.26 636.83 599.29 13.3000 | 565.47 531.64 500.70 475.12 449.53 13.5500 | 424.39 403.97 383.55 363.12 346.24 13.8000 | 330.13 314.01 299.77 287.02 274.27 14.0500 | 262.25 251.97 241.69 231.47 223.27 14.3000 | 215.07 206.88 199.91 193.31 186.72 14.5500 | 180.76 175.44 170.11 165.03 160.75 14.8000 | 156.46 152.17 148.72 145.30 141.87 15.0500 | 138.90 136.12 133.34 130.77 128.44 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.07 Name.... J1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.3000 | 126.12 123.84 121.77 119.70 117.62 15.5500 | 115.68 113.75 111.82 110.00 108.24 15.8000 | 106.47 104.83 103.38 101.93 100.50 16.0500 | 99.23 97.96 96.69 95.48 94.28 16.3000 | 93.09 91.94 90.83 89.72 88.64 16.5500 | 87.64 86.63 85.63 84.75 83.86 16.8000 | 82.98 82.18 81.41 80.64 79.92 17.0500 | 79.25 78.58 77.93 77.34 76.75 17.3000 | 76.16 75.62 75.09 74.55 74.05 17.5500 | 73.55 73.05 72.57 72.10 71.63 17.8000 | 71.16 70.71 70.26 69.81 69.37 18.0500 | 68.93 68.49 68.06 67.63 67.21 18.3000 | 66.78 66.36 65.93 65.51 65.10 18.5500 | 64.68 64.26 63.84 63.43 63.01 18.8000 | 62.60 62.18 61.77 61.35 60.94 19.0500 | 60.53 60.11 59.70 59.29 58.88 19.3000 | 58.46 58.05 57.64 57.22 56.81 19.5500 | 56.40 55.98 55.57 55.16 54.74 19.8000 | 54.33 53.91 53.50 53.08 52.67 20.0500 | 52.25 51.84 51.43 51.02 50.62 20.3000 | 50.22 49.83 49.43 49.07 48.71 20.5500 | 48.35 48.02 47.70 47.38 47.08 20.8000 | 46.82 46.55 46.29 46.07 45.85 21.0500 | 45.63 45.44 45.26 45.08 44.92 21.3000 | 44.77 44.61 44.47 44.34 44.21 21.5500 | 44.08 43.96 43.84 43.72 43.62 21.8000 | 43.51 43.41 43.30 43.21 43.11 22.0500 | 43.01 42.92 42.82 42.73 42.64 22.3000 | 42.55 42.46 42.37 42.29 42.20 22.5500 | 42.11 42.03 41.95 41.86 41.78 22.8000 | 41.70 41.61 41.53 41.45 41.37 23.0500 | 41.28 41.20 41.12 41.04 40.96 23.3000 | 40.88 40.79 40.71 40.63 40.55 23.5500 | 40.47 40.39 40.31 40.23 40.15 23.8000 | 40.07 39.99 39.91 39.83 39.71 24.0500 | 39.47 39.22 38.98 38.40 37.80 24.3000 | 37.20 36.21 35.01 33.82 32.44 24.5500 | 30.77 29.10 27.42 25.62 23.83 24.8000 | 22.03 20.34 18.66 16.98 15.46 25.0500 | 14.05 12.64 11.36 10.33 9.31 25.3000 | 8.31 7.59 6.88 6.16 5.61 25.5500 | 5.10 4.58 4.14 3.77 3.39 25.8000 | 3.04 2.77 2.50 2.23 2.04 26.0500 | 1.84 1.65 1.49 1.35 1.21 26.3000 | 1.09 .99 .89 .79 .72 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.08 Name.... J1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.5500 | .65 .57 .52 .47 .42 26.8000 | .37 .33 .30 .26 .23 27.0500 | .21 .18 .16 .14 .12 27.3000 | .11 .09 .08 .06 .05 27.5500 | .04 .03 .03 .02 .01 27.8000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.09 Name.... J1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J1 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 90 SUBAREA1 SUBAREA1 100-yr ========================================================================== INFLOWS TO: J1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA1 100-yr 10941700 12.6000 1368.25 TOTAL FLOW INTO: J1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J1 100-yr 10941700 12.6000 1368.25 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.10 Name.... J1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = J1 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1368.25 cfs Time to Peak = 12.6000 hrs HYG Volume = 10941700 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.5500 | .00 .00 .01 .01 .02 6.8000 | .04 .05 .09 .13 .17 7.0500 | .24 .33 .41 .53 .68 7.3000 | .82 .98 1.19 1.41 1.62 7.5500 | 1.89 2.16 2.43 2.73 3.06 7.8000 | 3.38 3.72 4.08 4.44 4.81 8.0500 | 5.20 5.60 5.99 6.41 6.84 8.3000 | 7.27 7.73 8.20 8.67 9.16 8.5500 | 9.70 10.23 10.76 11.37 11.98 8.8000 | 12.59 13.26 13.95 14.64 15.38 9.0500 | 16.16 16.94 17.74 18.61 19.47 9.3000 | 20.33 21.24 22.16 23.07 24.00 9.5500 | 24.94 25.88 26.83 27.78 28.74 9.8000 | 29.70 30.70 31.70 32.69 33.78 10.0500 | 34.88 35.98 37.19 38.46 39.73 10.3000 | 41.09 42.60 44.10 45.64 47.43 10.5500 | 49.23 51.03 53.12 55.28 57.43 10.8000 | 59.83 62.40 64.98 67.72 70.82 11.0500 | 73.92 77.05 80.87 84.69 88.51 11.3000 | 93.10 97.90 102.70 108.60 115.52 11.5500 | 122.44 131.46 146.66 161.85 177.05 11.8000 | 218.10 259.42 300.74 368.49 446.24 12.0500 | 523.99 615.21 722.14 829.07 933.53 12.3000 | 1027.95 1122.36 1216.78 1265.34 1310.64 12.5500 | 1355.93 1368.25 1364.29 1360.33 1341.97 12.8000 | 1302.52 1263.07 1220.55 1159.40 1098.25 13.0500 | 1037.10 977.20 917.48 857.75 806.27 13.3000 | 759.98 713.69 671.36 636.42 601.48 13.5500 | 567.15 539.32 511.50 483.67 460.73 13.8000 | 438.85 416.97 397.66 380.38 363.11 14.0500 | 346.84 332.96 319.08 305.28 294.25 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.11 Name.... J1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.3000 | 283.22 272.18 262.82 253.97 245.12 14.5500 | 237.12 229.99 222.86 216.05 210.32 14.8000 | 204.59 198.85 194.25 189.68 185.11 15.0500 | 181.15 177.44 173.74 170.31 167.21 15.3000 | 164.12 161.09 158.33 155.58 152.82 15.5500 | 150.24 147.67 145.11 142.70 140.37 15.8000 | 138.04 135.88 133.97 132.07 130.19 16.0500 | 128.53 126.87 125.20 123.63 122.06 16.3000 | 120.50 119.00 117.55 116.10 114.69 16.5500 | 113.38 112.07 110.76 109.60 108.45 16.8000 | 107.29 106.25 105.25 104.24 103.30 17.0500 | 102.43 101.55 100.70 99.93 99.16 17.3000 | 98.38 97.68 96.98 96.28 95.62 17.5500 | 94.97 94.32 93.69 93.07 92.46 17.8000 | 91.85 91.26 90.67 90.08 89.51 18.0500 | 88.94 88.37 87.80 87.24 86.68 18.3000 | 86.13 85.58 85.03 84.48 83.93 18.5500 | 83.39 82.84 82.30 81.76 81.22 18.8000 | 80.68 80.14 79.60 79.06 78.52 19.0500 | 77.99 77.45 76.91 76.38 75.84 19.3000 | 75.30 74.77 74.23 73.70 73.16 19.5500 | 72.62 72.09 71.55 71.01 70.47 19.8000 | 69.94 69.40 68.86 68.33 67.79 20.0500 | 67.25 66.72 66.19 65.66 65.13 20.3000 | 64.62 64.11 63.60 63.13 62.66 20.5500 | 62.19 61.76 61.35 60.94 60.56 20.8000 | 60.21 59.86 59.53 59.24 58.95 21.0500 | 58.67 58.43 58.19 57.96 57.75 21.3000 | 57.55 57.35 57.16 56.99 56.82 21.5500 | 56.65 56.50 56.34 56.19 56.05 21.8000 | 55.91 55.77 55.64 55.51 55.38 22.0500 | 55.26 55.13 55.01 54.89 54.77 22.3000 | 54.66 54.54 54.42 54.31 54.20 22.5500 | 54.09 53.97 53.86 53.75 53.65 22.8000 | 53.54 53.43 53.32 53.21 53.11 23.0500 | 53.00 52.89 52.78 52.68 52.57 23.3000 | 52.46 52.36 52.25 52.15 52.04 23.5500 | 51.93 51.83 51.72 51.62 51.51 23.8000 | 51.41 51.30 51.20 51.09 50.95 24.0500 | 50.63 50.31 50.00 49.26 48.49 24.3000 | 47.72 46.44 44.91 43.38 41.60 24.5500 | 39.47 37.33 35.17 32.86 30.56 24.8000 | 28.25 26.08 23.93 21.78 19.83 25.0500 | 18.02 16.21 14.57 13.25 11.94 25.3000 | 10.65 9.74 8.82 7.90 7.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.12 Name.... J1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.5500 | 6.54 5.88 5.31 4.83 4.35 25.8000 | 3.90 3.55 3.21 2.86 2.61 26.0500 | 2.36 2.11 1.91 1.73 1.55 26.3000 | 1.40 1.27 1.14 1.02 .92 26.5500 | .83 .74 .67 .60 .53 26.8000 | .48 .43 .38 .34 .30 27.0500 | .27 .23 .21 .18 .16 27.3000 | .14 .12 .10 .08 .07 27.5500 | .06 .04 .03 .02 .02 27.8000 | .01 .01 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.13 Name.... J2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J2 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 1 POND1 IN ROUTE 1 15-Yr ========================================================================== INFLOWS TO: J2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 1 15-Yr 1883216 12.6500 132.89 TOTAL FLOW INTO: J2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J2 15-Yr 1883216 12.6500 132.89 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.14 Name.... J2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = J2 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 132.89 cfs Time to Peak = 12.6500 hrs HYG Volume = 1883216 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.9000 | .00 .00 .00 .00 .01 4.1500 | .01 .01 .02 .02 .03 4.4000 | .03 .04 .05 .05 .06 4.6500 | .07 .08 .09 .10 .12 4.9000 | .13 .14 .16 .17 .19 5.1500 | .20 .22 .24 .26 .28 5.4000 | .30 .32 .34 .36 .38 5.6500 | .41 .43 .46 .49 .51 5.9000 | .54 .57 .60 .63 .66 6.1500 | .69 .73 .76 .80 .83 6.4000 | .87 .90 .94 .98 1.02 6.6500 | 1.06 1.10 1.14 1.18 1.22 6.9000 | 1.26 1.31 1.35 1.39 1.45 7.1500 | 1.54 1.62 1.70 1.78 1.87 7.4000 | 1.95 2.03 2.12 2.20 2.28 7.6500 | 2.37 2.45 2.53 2.62 2.70 7.9000 | 2.78 2.87 2.95 3.04 3.12 8.1500 | 3.21 3.29 3.38 3.47 3.56 8.4000 | 3.65 3.75 3.84 3.94 4.05 8.6500 | 4.19 4.32 4.47 4.61 4.76 8.9000 | 4.91 5.07 5.23 5.39 5.55 9.1500 | 5.72 5.89 6.06 6.24 6.41 9.4000 | 6.59 6.76 6.94 7.11 7.28 9.6500 | 7.45 7.65 7.85 8.04 8.24 9.9000 | 8.44 8.65 8.86 9.07 9.30 10.1500 | 9.53 9.77 10.02 10.27 10.54 10.4000 | 10.82 11.12 11.43 11.78 12.15 10.6500 | 12.54 12.94 13.35 13.79 14.24 10.9000 | 14.72 15.22 15.74 16.32 16.95 11.1500 | 17.60 18.29 19.02 19.80 20.63 11.4000 | 21.57 22.60 23.71 24.92 26.30 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.15 Name.... J2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.6500 | 28.08 30.41 33.71 38.54 45.71 11.9000 | 56.09 70.71 85.06 92.42 99.96 12.1500 | 107.14 113.52 118.88 123.18 126.50 12.4000 | 128.96 130.70 131.86 132.55 132.87 12.6500 | 132.89 132.65 132.22 131.62 130.87 12.9000 | 130.01 129.05 128.01 126.90 125.74 13.1500 | 124.52 123.26 121.96 120.62 119.25 13.4000 | 117.85 116.43 114.99 113.52 112.04 13.6500 | 110.54 109.02 107.48 105.94 104.38 13.9000 | 102.80 101.22 99.62 98.02 96.39 14.1500 | 94.77 93.13 91.48 89.82 88.16 14.4000 | 86.48 84.80 83.12 79.48 74.98 14.6500 | 70.86 67.04 63.60 60.42 57.51 14.9000 | 54.85 52.37 50.12 48.03 46.07 15.1500 | 44.27 42.62 41.07 39.61 38.24 15.4000 | 37.00 35.83 34.72 33.67 32.67 15.6500 | 31.75 30.90 30.08 29.30 28.56 15.9000 | 27.85 27.17 26.51 25.92 25.35 16.1500 | 24.80 24.28 23.77 23.29 22.82 16.4000 | 22.37 21.94 21.52 21.13 20.76 16.6500 | 20.43 20.10 19.79 19.49 19.21 16.9000 | 18.93 18.66 18.41 18.16 17.92 17.1500 | 17.69 17.47 17.26 17.05 16.85 17.4000 | 16.66 16.48 16.29 16.12 15.95 17.6500 | 15.79 15.65 15.50 15.36 15.22 17.9000 | 15.09 14.96 14.83 14.70 14.57 18.1500 | 14.45 14.33 14.21 14.09 13.98 18.4000 | 13.87 13.75 13.64 13.54 13.43 18.6500 | 13.32 13.22 13.12 13.01 12.91 18.9000 | 12.81 12.71 12.61 12.52 12.42 19.1500 | 12.32 12.23 12.13 12.04 11.95 19.4000 | 11.86 11.76 11.67 11.58 11.49 19.6500 | 11.40 11.32 11.24 11.16 11.08 19.9000 | 11.00 10.92 10.84 10.76 10.68 20.1500 | 10.60 10.52 10.44 10.37 10.29 20.4000 | 10.21 10.14 10.07 10.00 9.93 20.6500 | 9.86 9.80 9.73 9.67 9.62 20.9000 | 9.56 9.50 9.45 9.40 9.35 21.1500 | 9.30 9.25 9.20 9.16 9.12 21.4000 | 9.07 9.03 8.99 8.95 8.91 21.6500 | 8.88 8.84 8.81 8.77 8.74 21.9000 | 8.70 8.67 8.64 8.61 8.58 22.1500 | 8.55 8.52 8.49 8.47 8.44 22.4000 | 8.41 8.39 8.36 8.34 8.31 22.6500 | 8.29 8.26 8.24 8.21 8.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.16 Name.... J2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.9000 | 8.17 8.15 8.12 8.10 8.08 23.1500 | 8.06 8.04 8.02 8.00 7.98 23.4000 | 7.96 7.94 7.92 7.90 7.88 23.6500 | 7.86 7.84 7.82 7.80 7.78 23.9000 | 7.76 7.74 7.72 7.70 7.67 24.1500 | 7.63 7.56 7.46 7.34 7.20 24.4000 | 7.04 6.86 6.67 6.47 6.27 24.6500 | 6.06 5.86 5.66 5.46 5.26 24.9000 | 5.07 4.89 4.71 4.54 4.37 25.1500 | 4.21 4.05 3.93 3.81 3.70 25.4000 | 3.59 3.49 3.38 3.28 3.19 25.6500 | 3.09 3.00 2.91 2.83 2.74 25.9000 | 2.66 2.58 2.51 2.43 2.36 26.1500 | 2.29 2.23 2.16 2.10 2.03 26.4000 | 1.97 1.92 1.86 1.80 1.75 26.6500 | 1.70 1.65 1.60 1.55 1.51 26.9000 | 1.46 1.42 1.40 1.38 1.35 27.1500 | 1.33 1.31 1.29 1.27 1.25 27.4000 | 1.23 1.21 1.19 1.17 1.15 27.6500 | 1.13 1.11 1.09 1.07 1.06 27.9000 | 1.04 1.02 1.01 .99 .97 28.1500 | .96 .94 .93 .91 .90 28.4000 | .88 .87 .85 .84 .82 28.6500 | .81 .80 .78 .77 .76 28.9000 | .75 .73 .72 .71 .70 29.1500 | .69 .68 .67 .65 .64 29.4000 | .63 .62 .61 .60 .59 29.6500 | .58 .57 .56 .56 .55 29.9000 | .54 .53 .52 .51 .50 30.1500 | .49 .49 .48 .47 .46 30.4000 | .46 .45 .44 .43 .43 30.6500 | .42 .41 .41 .40 .39 30.9000 | .39 .38 .37 .37 .36 31.1500 | .36 .35 .34 .34 .33 31.4000 | .33 .32 .32 .31 .31 31.6500 | .30 .30 .29 .29 .28 31.9000 | .28 .27 .27 .26 .26 32.1500 | .26 .25 .25 .24 .24 32.4000 | .24 .23 .23 .22 .22 32.6500 | .22 .21 .21 .21 .20 32.9000 | .20 .20 .19 .19 .19 33.1500 | .18 .18 .18 .18 .17 33.4000 | .17 .17 .16 .16 .16 33.6500 | .16 .15 .15 .15 .15 33.9000 | .14 .14 .14 .14 .13 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.17 Name.... J2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.1500 | .13 .13 .13 .13 .12 34.4000 | .12 .12 .12 .12 .11 34.6500 | .11 .11 .11 .11 .10 34.9000 | .10 .10 .10 .10 .10 35.1500 | .10 .09 .09 .09 .09 35.4000 | .09 .09 .08 .08 .08 35.6500 | .08 .08 .08 .08 .08 35.9000 | .07 .07 .07 .07 .07 36.1500 | .07 .07 .07 .07 .06 36.4000 | .06 .06 .06 .06 .06 36.6500 | .06 .06 .06 .06 .05 36.9000 | .05 .05 .05 .05 .05 37.1500 | .05 .05 .05 .05 .05 37.4000 | .05 .04 .04 .04 .04 37.6500 | .04 .04 .04 .04 .04 37.9000 | .04 .04 .04 .04 .04 38.1500 | .04 .03 .03 .03 .03 38.4000 | .03 .03 .03 .03 .03 38.6500 | .03 .03 .03 .03 .03 38.9000 | .03 .03 .03 .03 .03 39.1500 | .03 .02 .02 .02 .02 39.4000 | .02 .02 .02 .02 .02 39.6500 | .02 .02 .02 .02 .02 39.9000 | .02 .02 .02 .02 .02 40.1500 | .02 .02 .02 .02 .02 40.4000 | .02 .02 .02 .02 .02 40.6500 | .02 .02 .01 .01 .01 40.9000 | .01 .01 .01 .01 .01 41.1500 | .01 .01 .01 .01 .01 41.4000 | .01 .01 .01 .01 .01 41.6500 | .01 .01 .01 .01 .01 41.9000 | .01 .01 .01 .01 .01 42.1500 | .01 .01 .01 .01 .01 42.4000 | .01 .01 .01 .01 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .00 44.1500 | .00 .00 .00 .00 .00 44.4000 | .00 .00 .00 .00 .00 44.6500 | .00 .00 .00 .00 .00 44.9000 | .00 .00 .00 .00 .00 45.1500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.18 Name.... J2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.4000 | .00 .00 .00 .00 .00 45.6500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.19 Name.... J2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J2 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 1 POND1 IN ROUTE 1 25-yr ========================================================================== INFLOWS TO: J2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 1 25-yr 2110361 12.6500 140.80 TOTAL FLOW INTO: J2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J2 25-yr 2110362 12.6500 140.80 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.20 Name.... J2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = J2 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 140.80 cfs Time to Peak = 12.6500 hrs HYG Volume = 2110362 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6000 | .00 .00 .00 .00 .01 3.8500 | .01 .01 .02 .02 .03 4.1000 | .03 .04 .05 .06 .07 4.3500 | .08 .09 .10 .11 .12 4.6000 | .14 .15 .17 .19 .20 4.8500 | .22 .24 .26 .28 .30 5.1000 | .32 .35 .37 .40 .42 5.3500 | .45 .48 .50 .53 .56 5.6000 | .60 .63 .66 .69 .73 5.8500 | .76 .80 .84 .88 .91 6.1000 | .95 .99 1.04 1.08 1.12 6.3500 | 1.16 1.21 1.25 1.30 1.35 6.6000 | 1.39 1.46 1.54 1.63 1.72 6.8500 | 1.81 1.89 1.98 2.07 2.16 7.1000 | 2.25 2.34 2.43 2.52 2.61 7.3500 | 2.70 2.79 2.88 2.97 3.06 7.6000 | 3.15 3.24 3.33 3.42 3.52 7.8500 | 3.61 3.70 3.79 3.89 3.98 8.1000 | 4.08 4.20 4.32 4.44 4.56 8.3500 | 4.69 4.81 4.94 5.07 5.21 8.6000 | 5.35 5.49 5.63 5.78 5.94 8.8500 | 6.10 6.26 6.43 6.60 6.78 9.1000 | 6.96 7.14 7.33 7.54 7.76 9.3500 | 7.99 8.21 8.43 8.64 8.86 9.6000 | 9.07 9.28 9.48 9.69 9.89 9.8500 | 10.10 10.32 10.53 10.76 10.99 10.1000 | 11.23 11.50 11.79 12.09 12.40 10.3500 | 12.73 13.07 13.43 13.79 14.18 10.6000 | 14.58 15.00 15.43 15.88 16.40 10.8500 | 16.95 17.51 18.11 18.73 19.38 11.1000 | 20.07 20.78 21.59 22.45 23.37 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.21 Name.... J2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.3500 | 24.35 25.40 26.54 27.83 29.24 11.6000 | 30.86 32.86 35.59 39.40 45.02 11.8500 | 53.35 65.34 82.07 89.49 97.36 12.1000 | 105.38 113.01 119.78 125.46 130.04 12.3500 | 133.59 136.25 138.15 139.45 140.26 12.6000 | 140.68 140.80 140.66 140.31 139.78 12.8500 | 139.11 138.32 137.43 136.46 135.41 13.1000 | 134.30 133.15 131.94 130.69 129.41 13.3500 | 128.10 126.75 125.38 123.99 122.57 13.6000 | 121.13 119.68 118.21 116.72 115.22 13.8500 | 113.70 112.17 110.63 109.07 107.50 14.1000 | 105.92 104.33 102.72 101.11 99.49 14.3500 | 97.87 96.23 94.59 92.96 91.30 14.6000 | 89.64 87.99 86.33 84.67 83.00 14.8500 | 79.20 74.78 70.74 66.99 63.62 15.1000 | 60.49 57.63 55.01 52.57 50.35 15.3500 | 48.29 46.37 44.58 42.95 41.42 15.6000 | 39.97 38.61 37.37 36.21 35.11 15.8500 | 34.06 33.07 32.12 31.27 30.46 16.1000 | 29.68 28.93 28.22 27.53 26.88 16.3500 | 26.26 25.70 25.17 24.66 24.17 16.6000 | 23.70 23.26 22.83 22.42 22.04 16.8500 | 21.66 21.31 20.97 20.66 20.37 17.1000 | 20.09 19.82 19.56 19.31 19.07 17.3500 | 18.84 18.61 18.39 18.18 17.98 17.6000 | 17.78 17.58 17.40 17.22 17.04 17.8500 | 16.87 16.70 16.54 16.38 16.23 18.1000 | 16.07 15.93 15.79 15.66 15.53 18.3500 | 15.41 15.28 15.16 15.04 14.92 18.6000 | 14.80 14.69 14.57 14.46 14.35 18.8500 | 14.24 14.13 14.02 13.91 13.80 19.1000 | 13.69 13.59 13.48 13.38 13.28 19.3500 | 13.18 13.07 12.97 12.87 12.77 19.6000 | 12.67 12.57 12.48 12.38 12.28 19.8500 | 12.18 12.09 11.99 11.89 11.80 20.1000 | 11.70 11.61 11.51 11.42 11.33 20.3500 | 11.25 11.18 11.10 11.02 10.95 20.6000 | 10.88 10.81 10.74 10.67 10.61 20.8500 | 10.55 10.48 10.43 10.37 10.31 21.1000 | 10.26 10.21 10.16 10.11 10.06 21.3500 | 10.01 9.97 9.93 9.88 9.84 21.6000 | 9.80 9.76 9.72 9.68 9.65 21.8500 | 9.61 9.58 9.54 9.51 9.48 22.1000 | 9.44 9.41 9.38 9.35 9.32 22.3500 | 9.29 9.26 9.23 9.21 9.18 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.22 Name.... J2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6000 | 9.15 9.13 9.10 9.07 9.05 22.8500 | 9.02 9.00 8.97 8.95 8.93 23.1000 | 8.90 8.88 8.86 8.83 8.81 23.3500 | 8.79 8.77 8.74 8.72 8.70 23.6000 | 8.68 8.66 8.64 8.62 8.59 23.8500 | 8.57 8.55 8.53 8.51 8.49 24.1000 | 8.46 8.41 8.33 8.22 8.08 24.3500 | 7.90 7.69 7.47 7.25 7.03 24.6000 | 6.81 6.59 6.37 6.15 5.93 24.8500 | 5.72 5.52 5.32 5.12 4.93 25.1000 | 4.75 4.57 4.40 4.24 4.08 25.3500 | 3.95 3.83 3.72 3.61 3.50 25.6000 | 3.40 3.30 3.20 3.11 3.02 25.8500 | 2.93 2.84 2.76 2.68 2.60 26.1000 | 2.52 2.45 2.38 2.31 2.24 26.3500 | 2.17 2.11 2.05 1.98 1.93 26.6000 | 1.87 1.81 1.76 1.71 1.66 26.8500 | 1.61 1.56 1.52 1.47 1.43 27.1000 | 1.40 1.38 1.36 1.33 1.31 27.3500 | 1.29 1.27 1.25 1.23 1.21 27.6000 | 1.19 1.17 1.15 1.13 1.11 27.8500 | 1.09 1.08 1.06 1.04 1.03 28.1000 | 1.01 .99 .98 .96 .94 28.3500 | .93 .91 .90 .88 .87 28.6000 | .85 .84 .83 .81 .80 28.8500 | .79 .77 .76 .75 .74 29.1000 | .72 .71 .70 .69 .68 29.3500 | .67 .66 .65 .64 .62 29.6000 | .61 .60 .59 .59 .58 29.8500 | .57 .56 .55 .54 .53 30.1000 | .52 .51 .50 .50 .49 30.3500 | .48 .47 .46 .46 .45 30.6000 | .44 .43 .43 .42 .41 30.8500 | .41 .40 .39 .39 .38 31.1000 | .37 .37 .36 .36 .35 31.3500 | .35 .34 .33 .33 .32 31.6000 | .32 .31 .31 .30 .30 31.8500 | .29 .29 .28 .28 .27 32.1000 | .27 .27 .26 .26 .25 32.3500 | .25 .24 .24 .24 .23 32.6000 | .23 .22 .22 .22 .21 32.8500 | .21 .21 .20 .20 .20 33.1000 | .19 .19 .19 .18 .18 33.3500 | .18 .18 .17 .17 .17 33.6000 | .16 .16 .16 .16 .15 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.23 Name.... J2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.8500 | .15 .15 .15 .14 .14 34.1000 | .14 .14 .13 .13 .13 34.3500 | .13 .13 .12 .12 .12 34.6000 | .12 .12 .11 .11 .11 34.8500 | .11 .11 .11 .10 .10 35.1000 | .10 .10 .10 .10 .09 35.3500 | .09 .09 .09 .09 .09 35.6000 | .08 .08 .08 .08 .08 35.8500 | .08 .08 .08 .07 .07 36.1000 | .07 .07 .07 .07 .07 36.3500 | .07 .07 .06 .06 .06 36.6000 | .06 .06 .06 .06 .06 36.8500 | .06 .06 .05 .05 .05 37.1000 | .05 .05 .05 .05 .05 37.3500 | .05 .05 .05 .05 .04 37.6000 | .04 .04 .04 .04 .04 37.8500 | .04 .04 .04 .04 .04 38.1000 | .04 .04 .04 .04 .03 38.3500 | .03 .03 .03 .03 .03 38.6000 | .03 .03 .03 .03 .03 38.8500 | .03 .03 .03 .03 .03 39.1000 | .03 .03 .03 .03 .03 39.3500 | .02 .02 .02 .02 .02 39.6000 | .02 .02 .02 .02 .02 39.8500 | .02 .02 .02 .02 .02 40.1000 | .02 .02 .02 .02 .02 40.3500 | .02 .02 .02 .02 .02 40.6000 | .02 .02 .02 .02 .02 40.8500 | .02 .01 .01 .01 .01 41.1000 | .01 .01 .01 .01 .01 41.3500 | .01 .01 .01 .01 .01 41.6000 | .01 .01 .01 .01 .01 41.8500 | .01 .01 .01 .01 .01 42.1000 | .01 .01 .01 .01 .01 42.3500 | .01 .01 .01 .01 .01 42.6000 | .01 .01 .01 .01 .01 42.8500 | .01 .01 .01 .01 .01 43.1000 | .01 .01 .01 .01 .01 43.3500 | .01 .01 .01 .01 .01 43.6000 | .01 .01 .01 .01 .01 43.8500 | .01 .01 .01 .01 .01 44.1000 | .01 .01 .00 .00 .00 44.3500 | .00 .00 .00 .00 .00 44.6000 | .00 .00 .00 .00 .00 44.8500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.24 Name.... J2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.1000 | .00 .00 .00 .00 .00 45.3500 | .00 .00 .00 .00 .00 45.6000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.25 Name.... J2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J2 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 1 POND1 IN ROUTE 1 100-yr ========================================================================== INFLOWS TO: J2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 1 100-yr 2705802 12.7000 159.25 TOTAL FLOW INTO: J2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J2 100-yr 2705802 12.7000 159.25 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.26 Name.... J2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = J2 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 159.25 cfs Time to Peak = 12.7000 hrs HYG Volume = 2705802 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.0000 | .00 .00 .00 .00 .01 3.2500 | .01 .01 .02 .02 .03 3.5000 | .04 .05 .06 .07 .08 3.7500 | .09 .11 .12 .14 .15 4.0000 | .17 .19 .21 .23 .25 4.2500 | .28 .30 .33 .35 .38 4.5000 | .41 .44 .47 .50 .53 4.7500 | .57 .60 .64 .68 .72 5.0000 | .76 .80 .84 .88 .92 5.2500 | .97 1.02 1.06 1.11 1.16 5.5000 | 1.21 1.26 1.31 1.37 1.42 5.7500 | 1.52 1.62 1.72 1.82 1.92 6.0000 | 2.02 2.12 2.23 2.33 2.43 6.2500 | 2.54 2.64 2.74 2.85 2.95 6.5000 | 3.06 3.17 3.27 3.38 3.49 6.7500 | 3.60 3.70 3.81 3.92 4.03 7.0000 | 4.17 4.31 4.45 4.59 4.73 7.2500 | 4.87 5.01 5.14 5.28 5.41 7.5000 | 5.55 5.68 5.82 5.95 6.09 7.7500 | 6.22 6.35 6.49 6.62 6.75 8.0000 | 6.88 7.02 7.15 7.28 7.42 8.2500 | 7.58 7.73 7.90 8.06 8.23 8.5000 | 8.41 8.59 8.78 8.97 9.17 8.7500 | 9.37 9.59 9.81 10.03 10.26 9.0000 | 10.50 10.74 10.99 11.25 11.52 9.2500 | 11.82 12.11 12.40 12.69 12.98 9.5000 | 13.26 13.54 13.81 14.08 14.34 9.7500 | 14.61 14.87 15.14 15.41 15.69 10.0000 | 15.99 16.32 16.67 17.02 17.39 10.2500 | 17.78 18.18 18.60 19.05 19.51 10.5000 | 19.99 20.49 21.03 21.62 22.24 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.27 Name.... J2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 22.88 23.55 24.25 24.99 25.77 11.0000 | 26.60 27.51 28.46 29.45 30.50 11.2500 | 31.61 32.83 34.18 35.62 37.16 11.5000 | 38.85 40.76 42.95 45.68 49.38 11.7500 | 54.63 62.38 73.74 84.99 91.96 12.0000 | 100.21 109.22 118.34 126.96 134.59 12.2500 | 140.98 146.15 150.19 153.25 155.51 12.5000 | 157.11 158.19 158.85 159.19 159.25 12.7500 | 159.09 158.75 158.25 157.63 156.90 13.0000 | 156.08 155.19 154.23 153.21 152.15 13.2500 | 151.05 149.90 148.72 147.51 146.27 13.5000 | 145.00 143.71 142.40 141.07 139.71 13.7500 | 138.34 136.95 135.55 134.12 132.69 14.0000 | 131.24 129.77 128.29 126.80 125.30 14.2500 | 123.78 122.25 120.72 119.17 117.61 14.5000 | 116.05 114.49 112.92 111.34 109.76 14.7500 | 108.18 106.59 105.00 103.40 101.81 15.0000 | 100.21 98.60 97.00 95.40 93.79 15.2500 | 92.18 90.57 88.94 87.32 85.70 15.5000 | 84.07 82.33 77.77 73.57 69.71 15.7500 | 66.15 62.92 59.92 57.19 54.67 16.0000 | 52.31 50.16 48.17 46.29 44.55 16.2500 | 42.96 41.46 40.06 38.73 37.53 16.5000 | 36.40 35.34 34.35 33.40 32.51 16.7500 | 31.70 30.95 30.24 29.56 28.92 17.0000 | 28.31 27.73 27.18 26.66 26.18 17.2500 | 25.73 25.31 24.90 24.51 24.14 17.5000 | 23.78 23.44 23.11 22.79 22.49 17.7500 | 22.19 21.91 21.64 21.38 21.12 18.0000 | 20.88 20.66 20.44 20.23 20.03 18.2500 | 19.83 19.63 19.45 19.26 19.08 18.5000 | 18.90 18.73 18.56 18.39 18.23 18.7500 | 18.06 17.91 17.75 17.60 17.45 19.0000 | 17.30 17.15 17.00 16.86 16.72 19.2500 | 16.58 16.44 16.31 16.17 16.04 19.5000 | 15.90 15.78 15.66 15.54 15.43 19.7500 | 15.31 15.19 15.07 14.95 14.84 20.0000 | 14.72 14.60 14.49 14.37 14.26 20.2500 | 14.14 14.03 13.92 13.81 13.71 20.5000 | 13.61 13.51 13.41 13.32 13.23 20.7500 | 13.14 13.06 12.98 12.90 12.82 21.0000 | 12.75 12.68 12.61 12.54 12.48 21.2500 | 12.42 12.36 12.30 12.24 12.19 21.5000 | 12.13 12.08 12.03 11.98 11.94 21.7500 | 11.89 11.85 11.80 11.76 11.72 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.28 Name.... J2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 11.68 11.64 11.60 11.56 11.52 22.2500 | 11.49 11.45 11.42 11.38 11.35 22.5000 | 11.32 11.29 11.26 11.23 11.21 22.7500 | 11.18 11.15 11.12 11.09 11.07 23.0000 | 11.04 11.01 10.99 10.96 10.93 23.2500 | 10.91 10.88 10.86 10.83 10.81 23.5000 | 10.78 10.76 10.73 10.71 10.68 23.7500 | 10.66 10.63 10.61 10.58 10.56 24.0000 | 10.53 10.51 10.47 10.41 10.31 24.2500 | 10.18 10.00 9.78 9.53 9.25 24.5000 | 8.95 8.64 8.32 8.00 7.69 24.7500 | 7.38 7.12 6.87 6.62 6.38 25.0000 | 6.15 5.92 5.70 5.49 5.29 25.2500 | 5.09 4.90 4.72 4.54 4.37 25.5000 | 4.20 4.05 3.92 3.81 3.69 25.7500 | 3.59 3.48 3.38 3.28 3.18 26.0000 | 3.09 3.00 2.91 2.82 2.74 26.2500 | 2.66 2.58 2.50 2.43 2.36 26.5000 | 2.29 2.22 2.16 2.09 2.03 26.7500 | 1.97 1.91 1.86 1.80 1.75 27.0000 | 1.70 1.65 1.60 1.55 1.51 27.2500 | 1.46 1.42 1.40 1.37 1.35 27.5000 | 1.33 1.31 1.29 1.27 1.24 27.7500 | 1.22 1.20 1.18 1.16 1.15 28.0000 | 1.13 1.11 1.09 1.07 1.06 28.2500 | 1.04 1.02 1.00 .99 .97 28.5000 | .96 .94 .92 .91 .89 28.7500 | .88 .87 .85 .84 .82 29.0000 | .81 .80 .78 .77 .76 29.2500 | .75 .73 .72 .71 .70 29.5000 | .69 .68 .66 .65 .64 29.7500 | .63 .62 .61 .60 .59 30.0000 | .58 .57 .56 .55 .55 30.2500 | .54 .53 .52 .51 .50 30.5000 | .49 .49 .48 .47 .46 30.7500 | .46 .45 .44 .43 .43 31.0000 | .42 .41 .41 .40 .39 31.2500 | .39 .38 .37 .37 .36 31.5000 | .36 .35 .34 .34 .33 31.7500 | .33 .32 .32 .31 .31 32.0000 | .30 .30 .29 .29 .28 32.2500 | .28 .27 .27 .26 .26 32.5000 | .26 .25 .25 .24 .24 32.7500 | .24 .23 .23 .22 .22 33.0000 | .22 .21 .21 .21 .20 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.29 Name.... J2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.2500 | .20 .20 .19 .19 .19 33.5000 | .18 .18 .18 .17 .17 33.7500 | .17 .17 .16 .16 .16 34.0000 | .16 .15 .15 .15 .15 34.2500 | .14 .14 .14 .14 .13 34.5000 | .13 .13 .13 .13 .12 34.7500 | .12 .12 .12 .12 .11 35.0000 | .11 .11 .11 .11 .10 35.2500 | .10 .10 .10 .10 .10 35.5000 | .09 .09 .09 .09 .09 35.7500 | .09 .09 .08 .08 .08 36.0000 | .08 .08 .08 .08 .08 36.2500 | .07 .07 .07 .07 .07 36.5000 | .07 .07 .07 .06 .06 36.7500 | .06 .06 .06 .06 .06 37.0000 | .06 .06 .06 .06 .05 37.2500 | .05 .05 .05 .05 .05 37.5000 | .05 .05 .05 .05 .05 37.7500 | .05 .04 .04 .04 .04 38.0000 | .04 .04 .04 .04 .04 38.2500 | .04 .04 .04 .04 .04 38.5000 | .04 .03 .03 .03 .03 38.7500 | .03 .03 .03 .03 .03 39.0000 | .03 .03 .03 .03 .03 39.2500 | .03 .03 .03 .03 .03 39.5000 | .03 .02 .02 .02 .02 39.7500 | .02 .02 .02 .02 .02 40.0000 | .02 .02 .02 .02 .02 40.2500 | .02 .02 .02 .02 .02 40.5000 | .02 .02 .02 .02 .02 40.7500 | .02 .02 .02 .02 .02 41.0000 | .02 .02 .01 .01 .01 41.2500 | .01 .01 .01 .01 .01 41.5000 | .01 .01 .01 .01 .01 41.7500 | .01 .01 .01 .01 .01 42.0000 | .01 .01 .01 .01 .01 42.2500 | .01 .01 .01 .01 .01 42.5000 | .01 .01 .01 .01 .01 42.7500 | .01 .01 .01 .01 .01 43.0000 | .01 .01 .01 .01 .01 43.2500 | .01 .01 .01 .01 .01 43.5000 | .01 .01 .01 .01 .01 43.7500 | .01 .01 .01 .01 .01 44.0000 | .01 .01 .01 .01 .01 44.2500 | .01 .01 .01 .01 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.30 Name.... J2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.5000 | .00 .00 .00 .00 .00 44.7500 | .00 .00 .00 .00 .00 45.0000 | .00 .00 .00 .00 .00 45.2500 | .00 .00 .00 .00 .00 45.5000 | .00 .00 .00 .00 .00 45.7500 | .00 .00 .00 .00 .00 46.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.31 Name.... J3 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J3 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 50 J1 REACH 50 15-Yr REACH 10 J2 REACH 10 15-Yr ========================================================================== INFLOWS TO: J3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 50 15-Yr 6942322 12.7000 857.91 REACH 10 15-Yr 1883215 12.6500 132.88 TOTAL FLOW INTO: J3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J3 15-Yr 8825538 12.7000 990.68 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.32 Name.... J3 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = J3 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 990.68 cfs Time to Peak = 12.7000 hrs HYG Volume = 8825538 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.9500 | .00 .00 .00 .00 .01 4.2000 | .01 .01 .02 .02 .03 4.4500 | .03 .04 .04 .05 .06 4.7000 | .07 .08 .09 .10 .11 4.9500 | .13 .14 .15 .17 .18 5.2000 | .20 .22 .23 .25 .27 5.4500 | .29 .31 .33 .37 .39 5.7000 | .42 .44 .47 .50 .52 5.9500 | .55 .58 .61 .64 .67 6.2000 | .71 .74 .77 .81 .84 6.4500 | .88 .91 .95 .99 1.03 6.7000 | 1.07 1.11 1.15 1.19 1.23 6.9500 | 1.28 1.32 1.36 1.41 1.48 7.2000 | 1.58 1.66 1.74 1.83 1.91 7.4500 | 1.99 2.08 2.16 2.24 2.33 7.7000 | 2.41 2.49 2.58 2.66 2.74 7.9500 | 2.83 2.91 3.00 3.08 3.17 8.2000 | 3.25 3.34 3.43 3.52 3.62 8.4500 | 3.71 3.81 3.92 4.08 4.25 8.7000 | 4.45 4.67 4.90 5.15 5.42 8.9500 | 5.71 6.03 6.36 6.73 7.11 9.2000 | 7.52 7.96 8.42 8.90 9.40 9.4500 | 9.93 10.47 11.02 11.57 12.48 9.7000 | 13.30 14.08 14.82 15.56 16.30 9.9500 | 17.04 17.81 18.60 19.40 20.24 10.2000 | 21.12 22.02 22.97 23.96 25.05 10.4500 | 26.30 27.54 28.84 30.17 31.57 10.7000 | 33.05 34.59 36.21 37.93 39.74 10.9500 | 41.64 43.66 46.05 48.43 50.95 11.2000 | 53.64 56.44 59.45 62.73 66.24 11.4500 | 70.23 74.83 79.79 85.36 92.94 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.33 Name.... J3 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.7000 | 103.12 114.75 133.13 161.67 195.65 11.9500 | 240.41 298.34 358.10 419.25 489.43 12.2000 | 565.15 640.19 711.11 778.04 843.55 12.4500 | 894.66 930.05 962.42 984.31 990.54 12.7000 | 990.68 985.88 969.91 946.69 921.99 12.9500 | 890.32 852.71 814.24 776.21 737.80 13.2000 | 699.73 663.58 631.52 601.02 571.79 13.4500 | 545.90 522.08 499.03 477.72 458.26 13.7000 | 439.39 421.61 405.46 390.02 375.37 13.9500 | 361.84 349.03 336.75 325.41 314.70 14.2000 | 304.13 294.29 285.43 276.71 268.33 14.4500 | 260.56 253.06 244.85 235.78 226.85 14.7000 | 218.33 210.49 203.32 196.50 190.23 14.9500 | 184.53 179.14 174.13 169.61 165.28 15.2000 | 161.18 157.37 153.77 150.33 147.08 15.4500 | 144.03 141.06 138.21 135.46 132.81 15.7000 | 130.26 127.83 125.47 123.23 121.15 15.9500 | 119.14 117.20 115.35 113.62 111.93 16.2000 | 110.29 108.70 107.14 105.62 104.15 16.4500 | 102.71 101.32 99.98 98.69 97.45 16.7000 | 96.27 95.15 94.05 93.00 92.01 16.9500 | 91.04 90.12 89.23 88.39 87.56 17.2000 | 86.78 86.03 85.32 84.63 83.95 17.4500 | 83.28 82.63 82.00 81.39 80.79 17.7000 | 80.21 79.64 79.09 78.54 78.00 17.9500 | 77.47 76.94 76.42 75.91 75.40 18.2000 | 74.89 74.40 73.90 73.41 72.92 18.4500 | 72.43 71.95 71.47 70.99 70.52 18.7000 | 70.04 69.57 69.10 68.63 68.17 18.9500 | 67.70 67.24 66.77 66.31 65.85 19.2000 | 65.39 64.93 64.47 64.01 63.55 19.4500 | 63.09 62.64 62.18 61.72 61.27 19.7000 | 60.81 60.37 59.92 59.47 59.02 19.9500 | 58.58 58.13 57.68 57.24 56.82 20.2000 | 56.39 55.96 55.52 55.09 54.67 20.4500 | 54.25 53.85 53.45 53.06 52.70 20.7000 | 52.34 52.00 51.68 51.37 51.07 20.9500 | 50.79 50.53 50.27 50.03 49.81 21.2000 | 49.60 49.39 49.20 49.02 48.84 21.4500 | 48.67 48.51 48.35 48.20 48.05 21.7000 | 47.91 47.77 47.64 47.51 47.38 21.9500 | 47.26 47.14 47.02 46.91 46.80 22.2000 | 46.68 46.57 46.47 46.36 46.25 22.4500 | 46.15 46.05 45.94 45.84 45.74 22.7000 | 45.64 45.55 45.45 45.35 45.26 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.34 Name.... J3 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.9500 | 45.16 45.07 44.97 44.88 44.78 23.2000 | 44.69 44.60 44.50 44.41 44.32 23.4500 | 44.23 44.14 44.04 43.95 43.86 23.7000 | 43.77 43.68 43.59 43.50 43.41 23.9500 | 43.32 43.22 43.08 42.87 42.64 24.2000 | 42.29 41.78 41.18 40.44 39.47 24.4500 | 38.32 37.06 35.63 34.12 32.62 24.7000 | 30.99 29.27 27.52 25.76 24.04 24.9500 | 22.35 20.70 19.14 17.82 16.57 25.2000 | 15.35 14.21 13.13 12.14 11.25 25.4500 | 10.41 9.66 8.97 8.34 7.75 25.7000 | 7.31 6.98 6.63 6.28 5.94 25.9500 | 5.60 5.28 4.98 4.69 4.42 26.2000 | 4.16 3.92 3.70 3.49 3.30 26.4500 | 3.11 2.94 2.79 2.64 2.50 26.7000 | 2.38 2.26 2.15 2.04 1.94 26.9500 | 1.86 1.78 1.72 1.66 1.61 27.2000 | 1.56 1.51 1.46 1.42 1.38 27.4500 | 1.34 1.31 1.27 1.24 1.21 27.7000 | 1.18 1.15 1.12 1.10 1.08 27.9500 | 1.05 1.03 1.01 .99 .98 28.2000 | .96 .94 .93 .91 .90 28.4500 | .88 .87 .86 .84 .83 28.7000 | .81 .80 .79 .77 .76 28.9500 | .75 .74 .73 .71 .70 29.2000 | .69 .68 .67 .66 .65 29.4500 | .64 .62 .61 .60 .59 29.7000 | .58 .58 .57 .56 .55 29.9500 | .54 .53 .52 .51 .50 30.2000 | .50 .49 .48 .47 .46 30.4500 | .46 .45 .44 .43 .43 30.7000 | .42 .41 .40 .40 .39 30.9500 | .38 .38 .37 .37 .36 31.2000 | .35 .35 .34 .34 .33 31.4500 | .33 .32 .32 .31 .31 31.7000 | .30 .30 .29 .29 .28 31.9500 | .28 .27 .27 .27 .26 32.2000 | .26 .25 .25 .24 .24 32.4500 | .24 .23 .23 .23 .22 32.7000 | .22 .21 .21 .21 .20 32.9500 | .20 .20 .19 .19 .19 33.2000 | .18 .18 .18 .18 .17 33.4500 | .17 .17 .16 .16 .16 33.7000 | .16 .15 .15 .15 .15 33.9500 | .14 .14 .14 .14 .14 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.35 Name.... J3 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.2000 | .13 .13 .13 .13 .12 34.4500 | .12 .12 .12 .12 .11 34.7000 | .11 .11 .11 .11 .11 34.9500 | .10 .10 .10 .10 .10 35.2000 | .10 .09 .09 .09 .09 35.4500 | .09 .09 .09 .08 .08 35.7000 | .08 .08 .08 .08 .08 35.9500 | .07 .07 .07 .07 .07 36.2000 | .07 .07 .07 .07 .06 36.4500 | .06 .06 .06 .06 .06 36.7000 | .06 .06 .06 .06 .05 36.9500 | .05 .05 .05 .05 .05 37.2000 | .05 .05 .05 .05 .05 37.4500 | .05 .04 .04 .04 .04 37.7000 | .04 .04 .04 .04 .04 37.9500 | .04 .04 .04 .04 .04 38.2000 | .04 .03 .03 .03 .03 38.4500 | .03 .03 .03 .03 .03 38.7000 | .03 .03 .03 .03 .03 38.9500 | .03 .03 .03 .03 .03 39.2000 | .03 .03 .02 .02 .02 39.4500 | .02 .02 .02 .02 .02 39.7000 | .02 .02 .02 .02 .02 39.9500 | .02 .02 .02 .02 .02 40.2000 | .02 .02 .02 .02 .02 40.4500 | .02 .02 .02 .02 .02 40.7000 | .02 .02 .02 .01 .01 40.9500 | .01 .01 .01 .01 .01 41.2000 | .01 .01 .01 .01 .01 41.4500 | .01 .01 .01 .01 .01 41.7000 | .01 .01 .01 .01 .01 41.9500 | .01 .01 .01 .01 .01 42.2000 | .01 .01 .01 .01 .01 42.4500 | .01 .01 .01 .01 .01 42.7000 | .01 .01 .01 .01 .01 42.9500 | .01 .01 .01 .01 .01 43.2000 | .01 .01 .01 .01 .01 43.4500 | .01 .01 .01 .01 .01 43.7000 | .01 .01 .01 .01 .01 43.9500 | .01 .01 .01 .01 .00 44.2000 | .00 .00 .00 .00 .00 44.4500 | .00 .00 .00 .00 .00 44.7000 | .00 .00 .00 .00 .00 44.9500 | .00 .00 .00 .00 .00 45.2000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.36 Name.... J3 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.4500 | .00 .00 .00 .00 .00 45.7000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.37 Name.... J3 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J3 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 50 J1 REACH 50 25-yr REACH 10 J2 REACH 10 25-yr ========================================================================== INFLOWS TO: J3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 50 25-yr 8025731 12.6500 996.38 REACH 10 25-yr 2110361 12.6500 140.74 TOTAL FLOW INTO: J3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J3 25-yr 10136100 12.6500 1137.12 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.38 Name.... J3 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = J3 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1137.12 cfs Time to Peak = 12.6500 hrs HYG Volume = 10136100 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6500 | .00 .00 .00 .00 .01 3.9000 | .01 .01 .02 .02 .03 4.1500 | .03 .04 .05 .06 .07 4.4000 | .08 .09 .10 .11 .12 4.6500 | .14 .15 .17 .18 .20 4.9000 | .22 .23 .25 .27 .30 5.1500 | .32 .34 .38 .40 .43 5.4000 | .46 .49 .51 .54 .58 5.6500 | .61 .64 .67 .71 .74 5.9000 | .78 .81 .85 .89 .93 6.1500 | .97 1.01 1.05 1.09 1.13 6.4000 | 1.18 1.22 1.27 1.31 1.36 6.6500 | 1.41 1.49 1.59 1.68 1.76 6.9000 | 1.85 1.94 2.03 2.12 2.21 7.1500 | 2.29 2.38 2.47 2.56 2.65 7.4000 | 2.74 2.83 2.92 3.01 3.11 7.6500 | 3.20 3.29 3.38 3.47 3.57 7.9000 | 3.67 3.76 3.86 3.95 4.09 8.1500 | 4.26 4.43 4.62 4.82 5.03 8.4000 | 5.25 5.50 5.76 6.04 6.35 8.6500 | 6.68 7.03 7.40 7.80 8.22 8.9000 | 8.67 9.15 9.65 10.18 10.73 9.1500 | 11.29 12.06 12.95 13.79 14.60 9.4000 | 15.39 16.18 16.97 17.77 18.57 9.6500 | 19.37 20.18 21.00 21.83 22.67 9.9000 | 23.53 24.41 25.44 26.48 27.49 10.1500 | 28.52 29.61 30.74 31.91 33.14 10.4000 | 34.43 35.77 37.18 38.68 40.24 10.6500 | 41.88 43.66 45.66 47.68 49.82 10.9000 | 52.06 54.38 56.85 59.48 62.21 11.1500 | 65.13 68.39 71.93 75.63 79.63 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.39 Name.... J3 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.4000 | 83.84 88.42 93.69 99.69 106.56 11.6500 | 115.75 127.62 141.56 163.56 197.31 11.9000 | 237.11 289.46 352.54 417.24 487.63 12.1500 | 568.36 655.47 741.49 822.36 898.53 12.4000 | 973.51 1031.47 1070.47 1107.08 1131.36 12.6500 | 1137.12 1136.27 1129.81 1110.20 1082.52 12.9000 | 1053.58 1016.29 972.04 927.51 883.01 13.1500 | 838.82 794.55 752.99 715.97 680.96 13.4000 | 647.32 617.62 590.35 563.97 539.52 13.6500 | 517.39 495.82 475.47 457.18 439.77 13.9000 | 422.95 407.61 393.33 379.45 366.50 14.1500 | 354.42 342.64 331.80 321.76 311.90 14.4000 | 302.54 293.95 285.83 277.86 270.40 14.6500 | 263.31 256.39 249.90 243.83 236.94 14.9000 | 228.88 221.07 213.71 206.88 200.65 15.1500 | 194.83 189.37 184.32 179.61 175.15 15.4000 | 171.02 167.09 163.31 159.70 156.25 15.6500 | 152.90 149.71 146.68 143.77 140.97 15.9000 | 138.35 135.89 133.53 131.32 129.21 16.1500 | 127.17 125.19 123.27 121.45 119.67 16.4000 | 117.94 116.28 114.65 113.09 111.59 16.6500 | 110.12 108.72 107.39 106.10 104.86 16.9000 | 103.69 102.56 101.48 100.46 99.49 17.1500 | 98.55 97.65 96.79 95.95 95.13 17.4000 | 94.35 93.59 92.85 92.13 91.43 17.6500 | 90.74 90.07 89.41 88.76 88.12 17.9000 | 87.50 86.88 86.27 85.68 85.08 18.1500 | 84.51 83.96 83.40 82.85 82.30 18.4000 | 81.75 81.20 80.66 80.12 79.59 18.6500 | 79.05 78.52 77.99 77.46 76.93 18.9000 | 76.41 75.88 75.36 74.84 74.32 19.1500 | 73.80 73.28 72.77 72.25 71.73 19.4000 | 71.22 70.70 70.19 69.68 69.16 19.6500 | 68.65 68.14 67.63 67.11 66.60 19.9000 | 66.09 65.58 65.07 64.56 64.05 20.1500 | 63.54 63.04 62.54 62.04 61.56 20.4000 | 61.09 60.62 60.18 59.73 59.31 20.6500 | 58.90 58.51 58.13 57.77 57.43 20.9000 | 57.10 56.80 56.52 56.25 55.98 21.1500 | 55.73 55.50 55.27 55.05 54.85 21.4000 | 54.65 54.46 54.28 54.10 53.94 21.6500 | 53.77 53.62 53.46 53.31 53.17 21.9000 | 53.03 52.89 52.76 52.63 52.50 22.1500 | 52.37 52.24 52.12 52.00 51.88 22.4000 | 51.76 51.65 51.53 51.42 51.30 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.40 Name.... J3 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6500 | 51.19 51.08 50.97 50.86 50.75 22.9000 | 50.64 50.54 50.43 50.33 50.22 23.1500 | 50.11 50.01 49.90 49.80 49.70 23.4000 | 49.59 49.49 49.39 49.28 49.18 23.6500 | 49.08 48.98 48.88 48.77 48.67 23.9000 | 48.57 48.47 48.36 48.20 47.97 24.1500 | 47.70 47.31 46.74 46.06 45.21 24.4000 | 44.10 42.81 41.39 39.79 38.01 24.6500 | 36.15 34.30 32.52 30.62 28.70 24.9000 | 26.79 24.90 23.06 21.31 19.65 25.1500 | 18.19 16.93 15.70 14.50 13.39 25.4000 | 12.40 11.48 10.63 9.87 9.18 25.6500 | 8.53 7.94 7.46 7.12 6.77 25.9000 | 6.42 6.07 5.73 5.41 5.10 26.1500 | 4.80 4.53 4.27 4.02 3.79 26.4000 | 3.58 3.38 3.20 3.02 2.86 26.6500 | 2.71 2.57 2.44 2.32 2.21 26.9000 | 2.10 2.00 1.91 1.82 1.75 27.1500 | 1.69 1.63 1.58 1.53 1.49 27.4000 | 1.44 1.40 1.36 1.33 1.29 27.6500 | 1.26 1.23 1.20 1.17 1.14 27.9000 | 1.12 1.09 1.07 1.05 1.03 28.1500 | 1.01 1.00 .98 .96 .95 28.4000 | .93 .92 .90 .89 .87 28.6500 | .86 .84 .83 .82 .80 28.9000 | .79 .78 .76 .75 .74 29.1500 | .73 .72 .70 .69 .68 29.4000 | .67 .66 .65 .64 .63 29.6500 | .62 .61 .60 .59 .58 29.9000 | .57 .56 .55 .54 .53 30.1500 | .52 .51 .51 .50 .49 30.4000 | .48 .47 .47 .46 .45 30.6500 | .44 .44 .43 .42 .41 30.9000 | .40 .40 .39 .39 .38 31.1500 | .37 .37 .36 .35 .35 31.4000 | .34 .34 .33 .33 .32 31.6500 | .32 .31 .31 .30 .30 31.9000 | .29 .29 .28 .28 .28 32.1500 | .27 .27 .26 .26 .25 32.4000 | .25 .25 .24 .24 .23 32.6500 | .23 .23 .22 .22 .21 32.9000 | .21 .21 .20 .20 .20 33.1500 | .19 .19 .19 .19 .18 33.4000 | .18 .18 .17 .17 .17 33.6500 | .17 .16 .16 .16 .15 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.41 Name.... J3 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.9000 | .15 .15 .15 .14 .14 34.1500 | .14 .14 .14 .13 .13 34.4000 | .13 .13 .12 .12 .12 34.6500 | .12 .12 .11 .11 .11 34.9000 | .11 .11 .11 .10 .10 35.1500 | .10 .10 .10 .10 .09 35.4000 | .09 .09 .09 .09 .09 35.6500 | .09 .08 .08 .08 .08 35.9000 | .08 .08 .08 .07 .07 36.1500 | .07 .07 .07 .07 .07 36.4000 | .07 .07 .06 .06 .06 36.6500 | .06 .06 .06 .06 .06 36.9000 | .06 .06 .05 .05 .05 37.1500 | .05 .05 .05 .05 .05 37.4000 | .05 .05 .05 .05 .04 37.6500 | .04 .04 .04 .04 .04 37.9000 | .04 .04 .04 .04 .04 38.1500 | .04 .04 .04 .04 .04 38.4000 | .03 .03 .03 .03 .03 38.6500 | .03 .03 .03 .03 .03 38.9000 | .03 .03 .03 .03 .03 39.1500 | .03 .03 .03 .03 .03 39.4000 | .02 .02 .02 .02 .02 39.6500 | .02 .02 .02 .02 .02 39.9000 | .02 .02 .02 .02 .02 40.1500 | .02 .02 .02 .02 .02 40.4000 | .02 .02 .02 .02 .02 40.6500 | .02 .02 .02 .02 .02 40.9000 | .02 .01 .01 .01 .01 41.1500 | .01 .01 .01 .01 .01 41.4000 | .01 .01 .01 .01 .01 41.6500 | .01 .01 .01 .01 .01 41.9000 | .01 .01 .01 .01 .01 42.1500 | .01 .01 .01 .01 .01 42.4000 | .01 .01 .01 .01 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .01 44.1500 | .01 .01 .01 .00 .00 44.4000 | .00 .00 .00 .00 .00 44.6500 | .00 .00 .00 .00 .00 44.9000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.42 Name.... J3 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.1500 | .00 .00 .00 .00 .00 45.4000 | .00 .00 .00 .00 .00 45.6500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.43 Name.... J3 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J3 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 50 J1 REACH 50 100-yr REACH 10 J2 REACH 10 100-yr ========================================================================== INFLOWS TO: J3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 50 100-yr 10941670 12.6500 1366.30 REACH 10 100-yr 2705802 12.7000 159.22 TOTAL FLOW INTO: J3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J3 100-yr 13647470 12.6500 1525.32 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.44 Name.... J3 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = J3 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1525.32 cfs Time to Peak = 12.6500 hrs HYG Volume = 13647470 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.0500 | .00 .00 .00 .00 .01 3.3000 | .01 .01 .02 .02 .03 3.5500 | .04 .05 .06 .07 .08 3.8000 | .09 .10 .12 .13 .15 4.0500 | .17 .19 .21 .23 .25 4.3000 | .27 .30 .32 .35 .39 4.5500 | .42 .45 .48 .51 .55 4.8000 | .58 .62 .65 .69 .73 5.0500 | .77 .81 .85 .90 .94 5.3000 | .99 1.03 1.08 1.13 1.18 5.5500 | 1.23 1.28 1.33 1.38 1.46 5.8000 | 1.57 1.67 1.77 1.87 1.97 6.0500 | 2.07 2.18 2.28 2.38 2.49 6.3000 | 2.59 2.69 2.80 2.90 3.01 6.5500 | 3.12 3.22 3.33 3.44 3.55 6.8000 | 3.66 3.77 3.88 4.00 4.13 7.0500 | 4.31 4.50 4.70 4.91 5.13 7.3000 | 5.37 5.61 5.88 6.16 6.46 7.5500 | 6.77 7.11 7.46 7.82 8.21 7.8000 | 8.61 9.02 9.46 9.90 10.36 8.0500 | 10.83 11.30 11.92 12.66 13.34 8.3000 | 13.98 14.62 15.25 15.89 16.53 8.5500 | 17.20 17.89 18.60 19.33 20.10 8.8000 | 20.90 21.72 22.57 23.46 24.38 9.0500 | 25.48 26.58 27.65 28.74 29.87 9.3000 | 31.01 32.18 33.36 34.55 35.75 9.5500 | 36.95 38.16 39.37 40.57 41.79 9.8000 | 43.01 44.37 45.68 46.98 48.30 10.0500 | 49.68 51.11 52.58 54.14 55.75 10.3000 | 57.43 59.20 61.08 63.02 65.08 10.5500 | 67.34 69.74 72.23 74.88 77.63 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.45 Name.... J3 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.8000 | 80.50 83.57 86.79 90.15 93.75 11.0500 | 97.73 101.86 106.21 110.91 115.76 11.3000 | 120.98 126.74 132.99 139.78 147.48 11.5500 | 155.95 165.58 179.20 196.61 216.16 11.8000 | 248.09 295.98 349.06 411.53 490.34 12.0500 | 577.94 672.90 781.54 898.15 1013.26 12.3000 | 1120.42 1220.90 1319.95 1395.18 1444.35 12.5500 | 1491.28 1520.83 1525.32 1521.50 1510.24 12.8000 | 1480.95 1440.99 1399.74 1347.42 1285.85 13.0500 | 1224.25 1163.31 1102.75 1042.77 986.23 13.3000 | 936.36 889.15 843.84 804.01 767.73 13.5500 | 732.06 699.66 670.24 641.50 614.53 13.8000 | 590.58 567.44 545.28 525.44 506.75 14.0500 | 488.45 471.66 456.38 441.05 426.88 14.3000 | 414.06 401.72 389.87 378.98 368.48 14.5500 | 358.40 349.30 340.51 331.91 323.90 14.8000 | 316.44 309.08 302.23 296.02 289.84 15.0500 | 283.90 278.34 272.97 267.75 262.79 15.3000 | 258.03 253.33 248.77 244.44 240.08 15.5500 | 235.71 229.96 223.00 216.46 210.34 15.8000 | 204.59 199.21 194.24 189.66 185.31 16.0500 | 181.25 177.48 173.87 170.45 167.25 16.3000 | 164.15 161.16 158.30 155.57 152.97 16.5500 | 150.50 148.14 145.85 143.68 141.64 16.8000 | 139.69 137.84 136.10 134.42 132.81 17.0500 | 131.28 129.83 128.42 127.09 125.83 17.3000 | 124.62 123.46 122.34 121.26 120.20 17.5500 | 119.19 118.20 117.26 116.33 115.42 17.8000 | 114.52 113.63 112.77 111.92 111.09 18.0500 | 110.28 109.49 108.71 107.94 107.17 18.3000 | 106.42 105.67 104.93 104.20 103.47 18.5500 | 102.75 102.03 101.32 100.61 99.91 18.8000 | 99.21 98.51 97.81 97.12 96.43 19.0500 | 95.75 95.07 94.39 93.71 93.03 19.3000 | 92.35 91.68 91.01 90.34 89.67 19.5500 | 89.01 88.35 87.69 87.04 86.38 19.8000 | 85.72 85.07 84.41 83.76 83.13 20.0500 | 82.50 81.85 81.20 80.56 79.92 20.3000 | 79.28 78.66 78.03 77.43 76.85 20.5500 | 76.27 75.71 75.19 74.67 74.18 20.8000 | 73.71 73.27 72.84 72.44 72.07 21.0500 | 71.70 71.36 71.04 70.73 70.44 21.3000 | 70.16 69.90 69.65 69.40 69.17 21.5500 | 68.95 68.73 68.52 68.32 68.12 21.8000 | 67.94 67.75 67.57 67.40 67.22 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.46 Name.... J3 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0500 | 67.06 66.89 66.73 66.57 66.41 22.3000 | 66.26 66.10 65.95 65.80 65.66 22.5500 | 65.52 65.38 65.24 65.10 64.96 22.8000 | 64.82 64.68 64.55 64.41 64.28 23.0500 | 64.14 64.01 63.88 63.74 63.61 23.3000 | 63.48 63.35 63.21 63.08 62.95 23.5500 | 62.82 62.69 62.56 62.43 62.30 23.8000 | 62.17 62.04 61.91 61.78 61.64 24.0500 | 61.42 61.12 60.77 60.26 59.51 24.3000 | 58.63 57.52 56.07 54.51 52.72 24.5500 | 50.66 48.37 45.98 43.50 40.94 24.8000 | 38.38 35.86 33.55 31.32 29.07 25.0500 | 26.88 24.78 22.76 20.91 19.24 25.3000 | 17.93 16.63 15.42 14.26 13.18 25.5500 | 12.19 11.30 10.48 9.74 9.06 25.8000 | 8.43 7.86 7.50 7.14 6.78 26.0500 | 6.43 6.08 5.74 5.42 5.11 26.3000 | 4.82 4.54 4.29 4.05 3.82 26.5500 | 3.61 3.42 3.23 3.06 2.90 26.8000 | 2.75 2.62 2.49 2.36 2.25 27.0500 | 2.14 2.04 1.95 1.86 1.78 27.3000 | 1.71 1.65 1.59 1.55 1.50 27.5500 | 1.46 1.42 1.38 1.34 1.31 27.8000 | 1.27 1.24 1.21 1.19 1.16 28.0500 | 1.14 1.12 1.09 1.08 1.06 28.3000 | 1.04 1.02 1.01 .99 .97 28.5500 | .96 .94 .93 .91 .90 28.8000 | .88 .87 .85 .84 .83 29.0500 | .81 .80 .79 .77 .76 29.3000 | .75 .74 .72 .71 .70 29.5500 | .69 .68 .67 .66 .64 29.8000 | .63 .62 .61 .60 .59 30.0500 | .58 .57 .56 .56 .55 30.3000 | .54 .53 .52 .51 .50 30.5500 | .49 .49 .48 .47 .46 30.8000 | .45 .45 .44 .43 .42 31.0500 | .42 .41 .40 .40 .39 31.3000 | .38 .38 .37 .37 .36 31.5500 | .35 .35 .34 .34 .33 31.8000 | .33 .32 .32 .31 .31 32.0500 | .30 .30 .29 .29 .28 32.3000 | .28 .27 .27 .27 .26 32.5500 | .26 .25 .25 .24 .24 32.8000 | .24 .23 .23 .22 .22 33.0500 | .22 .21 .21 .21 .20 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.47 Name.... J3 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.3000 | .20 .20 .19 .19 .19 33.5500 | .18 .18 .18 .18 .17 33.8000 | .17 .17 .16 .16 .16 34.0500 | .16 .15 .15 .15 .15 34.3000 | .14 .14 .14 .14 .13 34.5500 | .13 .13 .13 .13 .12 34.8000 | .12 .12 .12 .12 .11 35.0500 | .11 .11 .11 .11 .11 35.3000 | .10 .10 .10 .10 .10 35.5500 | .10 .09 .09 .09 .09 35.8000 | .09 .09 .09 .08 .08 36.0500 | .08 .08 .08 .08 .08 36.3000 | .07 .07 .07 .07 .07 36.5500 | .07 .07 .07 .07 .06 36.8000 | .06 .06 .06 .06 .06 37.0500 | .06 .06 .06 .06 .05 37.3000 | .05 .05 .05 .05 .05 37.5500 | .05 .05 .05 .05 .05 37.8000 | .05 .04 .04 .04 .04 38.0500 | .04 .04 .04 .04 .04 38.3000 | .04 .04 .04 .04 .04 38.5500 | .04 .03 .03 .03 .03 38.8000 | .03 .03 .03 .03 .03 39.0500 | .03 .03 .03 .03 .03 39.3000 | .03 .03 .03 .03 .03 39.5500 | .03 .03 .02 .02 .02 39.8000 | .02 .02 .02 .02 .02 40.0500 | .02 .02 .02 .02 .02 40.3000 | .02 .02 .02 .02 .02 40.5500 | .02 .02 .02 .02 .02 40.8000 | .02 .02 .02 .02 .02 41.0500 | .02 .02 .02 .01 .01 41.3000 | .01 .01 .01 .01 .01 41.5500 | .01 .01 .01 .01 .01 41.8000 | .01 .01 .01 .01 .01 42.0500 | .01 .01 .01 .01 .01 42.3000 | .01 .01 .01 .01 .01 42.5500 | .01 .01 .01 .01 .01 42.8000 | .01 .01 .01 .01 .01 43.0500 | .01 .01 .01 .01 .01 43.3000 | .01 .01 .01 .01 .01 43.5500 | .01 .01 .01 .01 .01 43.8000 | .01 .01 .01 .01 .01 44.0500 | .01 .01 .01 .01 .01 44.3000 | .01 .01 .01 .01 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.48 Name.... J3 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.5500 | .00 .00 .00 .00 .00 44.8000 | .00 .00 .00 .00 .00 45.0500 | .00 .00 .00 .00 .00 45.3000 | .00 .00 .00 .00 .00 45.5500 | .00 .00 .00 .00 .00 45.8000 | .00 .00 .00 .00 .00 46.0500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.49 Name.... J4 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J4 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 2 BASIN2 IN ROUTE 2 15-Yr REACH 20 J3 REACH 20 15-Yr ADDLINK 40 BYPASS1 BYPASS1 15-Yr ========================================================================== INFLOWS TO: J4 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 2 15-Yr 273261 12.4000 32.23 REACH 20 15-Yr 8825476 12.8000 977.58 BYPASS1 15-Yr 898134 12.1500 215.37 TOTAL FLOW INTO: J4 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J4 15-Yr 9996871 12.7500 1051.64 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.50 Name.... J4 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = J4 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1051.64 cfs Time to Peak = 12.7500 hrs HYG Volume = 9996871 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.7000 | .00 .00 .01 .01 .02 3.9500 | .03 .05 .07 .09 .11 4.2000 | .14 .16 .19 .21 .24 4.4500 | .27 .30 .33 .36 .39 4.7000 | .42 .45 .48 .51 .55 4.9500 | .58 .61 .65 .68 .72 5.2000 | .76 .81 .86 .91 .96 5.4500 | 1.00 1.05 1.11 1.16 1.21 5.7000 | 1.27 1.32 1.38 1.43 1.49 5.9500 | 1.55 1.60 1.66 1.72 1.79 6.2000 | 1.85 1.91 1.97 2.04 2.10 6.4500 | 2.17 2.24 2.30 2.37 2.44 6.7000 | 2.51 2.59 2.66 2.74 2.82 6.9500 | 2.90 2.98 3.07 3.15 3.24 7.2000 | 3.33 3.43 3.53 3.63 3.74 7.4500 | 3.85 3.96 4.07 4.18 4.30 7.7000 | 4.41 4.53 4.66 4.78 4.90 7.9500 | 5.03 5.15 5.28 5.41 5.55 8.2000 | 5.69 5.84 6.00 6.16 6.34 8.4500 | 6.53 6.72 6.93 7.14 7.36 8.7000 | 7.59 7.83 8.09 8.35 8.63 8.9500 | 8.92 9.23 9.55 9.89 10.30 9.2000 | 10.84 11.37 11.90 12.42 12.95 9.4500 | 13.48 14.02 14.57 15.13 15.73 9.7000 | 16.39 17.10 17.85 18.65 19.48 9.9500 | 20.33 21.22 22.13 23.25 24.41 10.2000 | 25.56 26.74 27.93 29.16 30.43 10.4500 | 31.76 33.15 34.59 36.10 37.67 10.7000 | 39.32 41.05 43.09 45.18 47.35 10.9500 | 49.61 51.95 54.43 57.06 59.86 11.2000 | 62.84 66.08 69.82 73.77 77.95 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.51 Name.... J4 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.4500 | 82.44 87.35 93.02 100.08 109.70 11.7000 | 122.77 141.02 166.52 202.31 248.56 11.9500 | 306.68 377.16 452.79 524.92 590.76 12.2000 | 651.21 706.99 758.91 809.20 859.89 12.4500 | 909.30 952.86 989.17 1018.64 1038.63 12.7000 | 1049.09 1051.64 1046.54 1033.37 1014.08 12.9500 | 989.94 960.19 925.78 889.01 851.13 13.2000 | 812.24 774.02 736.78 701.73 668.46 13.4500 | 636.91 608.13 580.80 554.89 530.59 13.7000 | 507.55 485.79 465.89 447.25 429.74 13.9500 | 413.58 398.65 384.46 371.01 358.38 14.2000 | 346.68 335.40 324.71 314.63 305.06 14.4500 | 296.23 287.75 279.43 270.95 262.24 14.7000 | 253.61 245.28 237.18 229.39 221.96 14.9500 | 214.96 208.58 202.62 196.99 191.69 15.2000 | 186.68 181.97 177.52 173.32 169.50 15.4500 | 165.87 162.38 159.03 155.79 152.68 15.7000 | 149.67 146.78 143.99 141.30 138.73 15.9500 | 136.28 134.04 131.87 129.76 127.74 16.2000 | 125.78 123.89 122.06 120.30 118.60 16.4500 | 116.95 115.35 113.81 112.31 110.86 16.7000 | 109.47 108.13 106.84 105.60 104.40 16.9500 | 103.30 102.25 101.23 100.23 99.26 17.2000 | 98.33 97.42 96.55 95.71 94.89 17.4500 | 94.10 93.33 92.59 91.86 91.15 17.7000 | 90.45 89.78 89.12 88.48 87.85 17.9500 | 87.23 86.62 86.02 85.43 84.84 18.2000 | 84.27 83.70 83.13 82.57 82.02 18.4500 | 81.47 80.92 80.38 79.84 79.30 18.7000 | 78.77 78.24 77.71 77.18 76.66 18.9500 | 76.13 75.61 75.12 74.64 74.14 19.2000 | 73.64 73.14 72.64 72.13 71.62 19.4500 | 71.12 70.61 70.10 69.59 69.09 19.7000 | 68.58 68.07 67.57 67.06 66.56 19.9500 | 66.06 65.56 65.06 64.56 64.07 20.2000 | 63.59 63.11 62.64 62.17 61.71 20.4500 | 61.26 60.81 60.38 59.95 59.53 20.7000 | 59.12 58.73 58.35 57.98 57.62 20.9500 | 57.28 56.95 56.64 56.34 56.06 21.2000 | 55.78 55.52 55.28 55.04 54.82 21.4500 | 54.60 54.40 54.20 54.01 53.83 21.7000 | 53.65 53.48 53.32 53.16 53.01 21.9500 | 52.86 52.72 52.58 52.44 52.31 22.2000 | 52.17 52.04 51.92 51.79 51.67 22.4500 | 51.55 51.43 51.32 51.22 51.11 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.52 Name.... J4 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.7000 | 51.00 50.89 50.78 50.68 50.57 22.9500 | 50.46 50.35 50.25 50.14 50.04 23.2000 | 49.93 49.83 49.72 49.62 49.51 23.4500 | 49.41 49.31 49.20 49.10 49.00 23.7000 | 48.90 48.80 48.69 48.59 48.49 23.9500 | 48.39 48.28 48.13 47.85 47.40 24.2000 | 46.76 45.97 45.08 44.15 43.20 24.4500 | 42.22 41.21 40.13 38.98 37.76 24.7000 | 36.47 35.10 33.65 32.13 30.57 24.9500 | 28.98 27.50 26.10 24.70 23.32 25.2000 | 21.96 20.64 19.36 18.12 16.94 25.4500 | 15.81 14.75 13.83 13.10 12.38 25.7000 | 11.70 11.05 10.45 9.88 9.35 25.9500 | 8.84 8.36 7.90 7.47 7.05 26.2000 | 6.66 6.29 5.94 5.61 5.29 26.4500 | 5.00 4.72 4.46 4.29 4.16 26.7000 | 4.03 3.91 3.78 3.65 3.53 26.9500 | 3.41 3.29 3.18 3.07 2.96 27.2000 | 2.86 2.76 2.66 2.57 2.49 27.4500 | 2.40 2.32 2.25 2.17 2.10 27.7000 | 2.03 1.97 1.91 1.85 1.79 27.9500 | 1.74 1.69 1.64 1.59 1.54 28.2000 | 1.50 1.46 1.42 1.38 1.35 28.4500 | 1.31 1.28 1.25 1.22 1.19 28.7000 | 1.16 1.14 1.11 1.09 1.06 28.9500 | 1.04 1.02 1.00 .98 .96 29.2000 | .94 .92 .90 .88 .87 29.4500 | .85 .83 .82 .80 .79 29.7000 | .77 .76 .74 .73 .72 29.9500 | .70 .69 .68 .67 .65 30.2000 | .64 .63 .62 .61 .60 30.4500 | .59 .58 .57 .56 .55 30.7000 | .54 .53 .52 .51 .50 30.9500 | .50 .49 .48 .47 .46 31.2000 | .45 .45 .44 .43 .42 31.4500 | .42 .41 .40 .40 .39 31.7000 | .38 .38 .37 .37 .36 31.9500 | .35 .35 .34 .34 .33 32.2000 | .33 .32 .32 .31 .31 32.4500 | .30 .30 .29 .29 .28 32.7000 | .28 .27 .27 .26 .26 32.9500 | .25 .25 .25 .24 .24 33.2000 | .23 .23 .23 .22 .22 33.4500 | .22 .21 .21 .21 .20 33.7000 | .20 .20 .19 .19 .19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.53 Name.... J4 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.9500 | .18 .18 .18 .17 .17 34.2000 | .17 .17 .16 .16 .16 34.4500 | .16 .15 .15 .15 .15 34.7000 | .14 .14 .14 .14 .13 34.9500 | .13 .13 .13 .13 .12 35.2000 | .12 .12 .12 .12 .11 35.4500 | .11 .11 .11 .11 .10 35.7000 | .10 .10 .10 .10 .10 35.9500 | .09 .09 .09 .09 .09 36.2000 | .09 .09 .08 .08 .08 36.4500 | .08 .08 .08 .08 .08 36.7000 | .07 .07 .07 .07 .07 36.9500 | .07 .07 .07 .06 .06 37.2000 | .06 .06 .06 .06 .06 37.4500 | .06 .06 .06 .06 .05 37.7000 | .05 .05 .05 .05 .05 37.9500 | .05 .05 .05 .05 .05 38.2000 | .05 .04 .04 .04 .04 38.4500 | .04 .04 .04 .04 .04 38.7000 | .04 .04 .04 .04 .04 38.9500 | .04 .03 .03 .03 .03 39.2000 | .03 .03 .03 .03 .03 39.4500 | .03 .03 .03 .03 .03 39.7000 | .03 .03 .03 .03 .03 39.9500 | .03 .02 .02 .02 .02 40.2000 | .02 .02 .02 .02 .02 40.4500 | .02 .02 .02 .02 .02 40.7000 | .02 .02 .02 .02 .02 40.9500 | .02 .02 .02 .02 .02 41.2000 | .02 .02 .02 .02 .02 41.4500 | .02 .02 .01 .01 .01 41.7000 | .01 .01 .01 .01 .01 41.9500 | .01 .01 .01 .01 .01 42.2000 | .01 .01 .01 .01 .01 42.4500 | .01 .01 .01 .01 .01 42.7000 | .01 .01 .01 .01 .01 42.9500 | .01 .01 .01 .01 .01 43.2000 | .01 .01 .01 .01 .01 43.4500 | .01 .01 .01 .01 .01 43.7000 | .01 .01 .01 .01 .01 43.9500 | .01 .01 .01 .01 .01 44.2000 | .01 .01 .01 .01 .01 44.4500 | .01 .01 .01 .01 .01 44.7000 | .01 .01 .01 .01 .01 44.9500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.54 Name.... J4 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.2000 | .01 .01 .01 .01 .01 45.4500 | .01 .01 .01 .01 .01 45.7000 | .01 .01 .01 .01 .01 45.9500 | .01 .01 .01 .01 .01 46.2000 | .01 .01 .01 .01 .01 46.4500 | .01 .01 .01 .01 .01 46.7000 | .01 .01 .01 .01 .01 46.9500 | .01 .01 .01 .01 .01 47.2000 | .01 .01 .01 .01 .01 47.4500 | .01 .01 .01 .01 .01 47.7000 | .01 .01 .01 .01 .01 47.9500 | .01 .01 .01 .01 .01 48.2000 | .01 .01 .01 .01 .01 48.4500 | .01 .01 .01 .01 .01 48.7000 | .01 .01 .01 .01 .01 48.9500 | .01 .01 .01 .00 .00 49.2000 | .00 .00 .00 .00 .00 49.4500 | .00 .00 .00 .00 .00 49.7000 | .00 .00 .00 .00 .00 49.9500 | .00 .00 .00 .00 .00 50.2000 | .00 .00 .00 .00 .00 50.4500 | .00 .00 .00 .00 .00 50.7000 | .00 .00 .00 .00 .00 50.9500 | .00 .00 .00 .00 .00 51.2000 | .00 .00 .00 .00 .00 51.4500 | .00 .00 .00 .00 .00 51.7000 | .00 .00 .00 .00 .00 51.9500 | .00 .00 .00 .00 .00 52.2000 | .00 .00 .00 .00 .00 52.4500 | .00 .00 .00 .00 .00 52.7000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.55 Name.... J4 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J4 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 2 BASIN2 IN ROUTE 2 25-yr REACH 20 J3 REACH 20 25-yr ADDLINK 40 BYPASS1 BYPASS1 25-yr ========================================================================== INFLOWS TO: J4 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 2 25-yr 312030 12.4000 34.38 REACH 20 25-yr 10136040 12.7500 1123.09 BYPASS1 25-yr 1005090 12.1500 239.77 TOTAL FLOW INTO: J4 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J4 25-yr 11453160 12.7500 1204.82 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.56 Name.... J4 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = J4 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1204.82 cfs Time to Peak = 12.7500 hrs HYG Volume = 11453160 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | .00 .00 .00 .01 .02 3.6500 | .03 .05 .07 .09 .12 3.9000 | .14 .17 .20 .23 .26 4.1500 | .29 .32 .36 .39 .42 4.4000 | .46 .49 .53 .56 .60 4.6500 | .63 .67 .71 .74 .79 4.9000 | .84 .89 .94 1.00 1.05 5.1500 | 1.10 1.16 1.22 1.27 1.33 5.4000 | 1.39 1.45 1.51 1.58 1.64 5.6500 | 1.70 1.77 1.83 1.90 1.97 5.9000 | 2.03 2.10 2.17 2.24 2.32 6.1500 | 2.39 2.46 2.54 2.62 2.69 6.4000 | 2.78 2.86 2.95 3.04 3.13 6.6500 | 3.22 3.31 3.41 3.52 3.62 6.9000 | 3.73 3.85 3.96 4.08 4.20 7.1500 | 4.32 4.45 4.58 4.70 4.83 7.4000 | 4.97 5.10 5.23 5.37 5.51 7.6500 | 5.65 5.79 5.93 6.07 6.21 7.9000 | 6.36 6.50 6.65 6.80 6.95 8.1500 | 7.11 7.29 7.48 7.68 7.91 8.4000 | 8.15 8.40 8.68 8.97 9.27 8.6500 | 9.60 10.07 10.59 11.11 11.65 8.9000 | 12.20 12.76 13.33 13.93 14.54 9.1500 | 15.16 15.81 16.49 17.21 17.95 9.4000 | 18.70 19.47 20.24 21.03 21.83 9.6500 | 22.79 23.82 24.86 25.90 26.96 9.9000 | 28.04 29.13 30.26 31.43 32.63 10.1500 | 33.87 35.14 36.46 37.82 39.24 10.4000 | 40.83 42.53 44.26 46.03 47.84 10.6500 | 49.73 51.72 53.81 56.04 58.40 10.9000 | 60.88 63.50 66.43 69.51 72.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.57 Name.... J4 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.1500 | 76.07 79.65 83.52 87.71 92.21 11.4000 | 97.22 102.68 108.55 115.30 123.56 11.6500 | 134.44 149.80 171.01 200.38 241.24 11.9000 | 294.45 361.53 441.87 526.89 607.80 12.1500 | 682.45 751.54 815.85 875.86 933.88 12.4000 | 992.25 1048.94 1097.89 1138.47 1171.16 12.6500 | 1193.11 1203.34 1204.82 1197.63 1181.20 12.9000 | 1157.96 1128.94 1093.68 1053.56 1010.46 13.1500 | 966.53 921.72 877.40 834.78 794.56 13.4000 | 756.61 720.67 687.91 656.92 627.85 13.6500 | 600.85 575.29 551.14 528.38 506.54 13.9000 | 486.03 467.08 449.32 432.69 417.18 14.1500 | 402.98 389.48 376.69 364.66 353.55 14.4000 | 343.01 332.95 323.43 314.37 305.78 14.6500 | 297.83 290.15 282.75 275.67 268.75 14.9000 | 261.58 254.24 246.91 239.60 232.50 15.1500 | 225.70 219.23 213.11 207.59 202.31 15.4000 | 197.29 192.53 188.01 183.69 179.57 15.6500 | 175.63 171.90 168.44 165.07 161.81 15.9000 | 158.67 155.66 152.78 150.03 147.41 16.1500 | 144.92 142.53 140.24 138.05 135.97 16.4000 | 134.05 132.19 130.36 128.59 126.87 16.6500 | 125.19 123.57 122.01 120.50 119.04 16.9000 | 117.64 116.29 115.00 113.75 112.57 17.1500 | 111.43 110.34 109.29 108.28 107.30 17.4000 | 106.36 105.45 104.57 103.76 102.97 17.6500 | 102.19 101.43 100.67 99.93 99.19 17.9000 | 98.47 97.76 97.06 96.37 95.69 18.1500 | 95.03 94.37 93.73 93.09 92.46 18.4000 | 91.84 91.22 90.61 90.00 89.39 18.6500 | 88.79 88.19 87.60 87.00 86.41 18.9000 | 85.82 85.24 84.65 84.07 83.48 19.1500 | 82.90 82.32 81.75 81.17 80.59 19.4000 | 80.02 79.44 78.87 78.30 77.73 19.6500 | 77.16 76.58 76.01 75.44 74.91 19.9000 | 74.37 73.83 73.28 72.72 72.17 20.1500 | 71.61 71.06 70.51 69.97 69.44 20.4000 | 68.92 68.41 67.91 67.42 66.94 20.6500 | 66.47 66.02 65.58 65.15 64.74 20.9000 | 64.35 63.97 63.61 63.27 62.94 21.1500 | 62.63 62.33 62.04 61.77 61.51 21.4000 | 61.26 61.02 60.79 60.58 60.37 21.6500 | 60.16 59.97 59.78 59.60 59.42 21.9000 | 59.25 59.09 58.92 58.77 58.61 22.1500 | 58.46 58.32 58.17 58.03 57.89 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.58 Name.... J4 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4000 | 57.76 57.62 57.49 57.36 57.23 22.6500 | 57.10 56.97 56.84 56.72 56.60 22.9000 | 56.47 56.35 56.23 56.11 55.99 23.1500 | 55.87 55.76 55.64 55.52 55.40 23.4000 | 55.29 55.17 55.05 54.94 54.82 23.6500 | 54.71 54.60 54.48 54.37 54.25 23.9000 | 54.14 54.03 53.91 53.73 53.42 24.1500 | 52.91 52.20 51.30 50.30 49.23 24.4000 | 48.13 47.07 45.96 44.77 43.48 24.6500 | 42.09 40.60 39.04 37.43 35.75 24.9000 | 34.02 32.25 30.47 28.68 27.11 25.1500 | 25.60 24.12 22.68 21.29 19.94 25.4000 | 18.64 17.41 16.24 15.14 14.11 25.6500 | 13.36 12.64 11.94 11.28 10.66 25.9000 | 10.09 9.54 9.03 8.54 8.07 26.1500 | 7.63 7.21 6.81 6.43 6.07 26.4000 | 5.74 5.42 5.12 4.83 4.56 26.6500 | 4.34 4.22 4.09 3.96 3.84 26.9000 | 3.71 3.59 3.47 3.35 3.23 27.1500 | 3.12 3.01 2.91 2.81 2.71 27.4000 | 2.62 2.53 2.44 2.36 2.28 27.6500 | 2.21 2.14 2.07 2.00 1.94 27.9000 | 1.88 1.82 1.77 1.71 1.66 28.1500 | 1.62 1.57 1.53 1.49 1.45 28.4000 | 1.41 1.37 1.34 1.30 1.27 28.6500 | 1.24 1.21 1.19 1.16 1.13 28.9000 | 1.11 1.08 1.06 1.04 1.02 29.1500 | .99 .97 .95 .94 .92 29.4000 | .90 .88 .86 .85 .83 29.6500 | .82 .80 .79 .77 .76 29.9000 | .74 .73 .72 .70 .69 30.1500 | .68 .67 .66 .64 .63 30.4000 | .62 .61 .60 .59 .58 30.6500 | .57 .56 .55 .54 .53 30.9000 | .52 .51 .50 .50 .49 31.1500 | .48 .47 .46 .46 .45 31.4000 | .44 .43 .43 .42 .41 31.6500 | .40 .40 .39 .39 .38 31.9000 | .37 .37 .36 .36 .35 32.1500 | .34 .34 .33 .33 .32 32.4000 | .32 .31 .31 .30 .30 32.6500 | .29 .29 .28 .28 .27 32.9000 | .27 .26 .26 .26 .25 33.1500 | .25 .24 .24 .24 .23 33.4000 | .23 .22 .22 .22 .21 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.59 Name.... J4 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.6500 | .21 .21 .20 .20 .20 33.9000 | .19 .19 .19 .18 .18 34.1500 | .18 .18 .17 .17 .17 34.4000 | .16 .16 .16 .16 .15 34.6500 | .15 .15 .15 .14 .14 34.9000 | .14 .14 .13 .13 .13 35.1500 | .13 .13 .12 .12 .12 35.4000 | .12 .12 .11 .11 .11 35.6500 | .11 .11 .10 .10 .10 35.9000 | .10 .10 .10 .10 .09 36.1500 | .09 .09 .09 .09 .09 36.4000 | .08 .08 .08 .08 .08 36.6500 | .08 .08 .08 .07 .07 36.9000 | .07 .07 .07 .07 .07 37.1500 | .07 .07 .06 .06 .06 37.4000 | .06 .06 .06 .06 .06 37.6500 | .06 .06 .05 .05 .05 37.9000 | .05 .05 .05 .05 .05 38.1500 | .05 .05 .05 .05 .04 38.4000 | .04 .04 .04 .04 .04 38.6500 | .04 .04 .04 .04 .04 38.9000 | .04 .04 .04 .04 .03 39.1500 | .03 .03 .03 .03 .03 39.4000 | .03 .03 .03 .03 .03 39.6500 | .03 .03 .03 .03 .03 39.9000 | .03 .03 .03 .03 .03 40.1500 | .02 .02 .02 .02 .02 40.4000 | .02 .02 .02 .02 .02 40.6500 | .02 .02 .02 .02 .02 40.9000 | .02 .02 .02 .02 .02 41.1500 | .02 .02 .02 .02 .02 41.4000 | .02 .02 .02 .02 .02 41.6500 | .01 .01 .01 .01 .01 41.9000 | .01 .01 .01 .01 .01 42.1500 | .01 .01 .01 .01 .01 42.4000 | .01 .01 .01 .01 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .01 44.1500 | .01 .01 .01 .01 .01 44.4000 | .01 .01 .01 .01 .01 44.6500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.60 Name.... J4 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.9000 | .01 .01 .01 .01 .01 45.1500 | .01 .01 .01 .01 .01 45.4000 | .01 .01 .01 .01 .01 45.6500 | .01 .01 .01 .01 .01 45.9000 | .01 .01 .01 .01 .01 46.1500 | .01 .01 .01 .01 .01 46.4000 | .01 .01 .01 .01 .01 46.6500 | .01 .01 .01 .01 .01 46.9000 | .01 .01 .01 .01 .01 47.1500 | .01 .01 .01 .01 .01 47.4000 | .01 .01 .01 .01 .01 47.6500 | .01 .01 .01 .01 .01 47.9000 | .01 .01 .01 .01 .01 48.1500 | .01 .01 .01 .01 .01 48.4000 | .01 .01 .01 .01 .01 48.6500 | .01 .01 .01 .01 .01 48.9000 | .01 .01 .01 .01 .01 49.1500 | .01 .00 .00 .00 .00 49.4000 | .00 .00 .00 .00 .00 49.6500 | .00 .00 .00 .00 .00 49.9000 | .00 .00 .00 .00 .00 50.1500 | .00 .00 .00 .00 .00 50.4000 | .00 .00 .00 .00 .00 50.6500 | .00 .00 .00 .00 .00 50.9000 | .00 .00 .00 .00 .00 51.1500 | .00 .00 .00 .00 .00 51.4000 | .00 .00 .00 .00 .00 51.6500 | .00 .00 .00 .00 .00 51.9000 | .00 .00 .00 .00 .00 52.1500 | .00 .00 .00 .00 .00 52.4000 | .00 .00 .00 .00 .00 52.6500 | .00 .00 .00 .00 .00 52.9000 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.61 Name.... J4 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J4 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 2 BASIN2 IN ROUTE 2 100-yr REACH 20 J3 REACH 20 100-yr ADDLINK 40 BYPASS1 BYPASS1 100-yr ========================================================================== INFLOWS TO: J4 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 2 100-yr 415166 12.3000 77.06 REACH 20 100-yr 13647410 12.7500 1508.84 BYPASS1 100-yr 1285189 12.1500 302.90 TOTAL FLOW INTO: J4 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J4 100-yr 15347770 12.7000 1606.91 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.62 Name.... J4 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = J4 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1606.91 cfs Time to Peak = 12.7000 hrs HYG Volume = 15347770 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8500 | .00 .00 .01 .01 .03 3.1000 | .05 .07 .10 .13 .16 3.3500 | .20 .24 .28 .32 .36 3.6000 | .41 .45 .49 .54 .58 3.8500 | .62 .67 .71 .76 .80 4.1000 | .85 .89 .95 1.01 1.07 4.3500 | 1.14 1.20 1.26 1.33 1.40 4.6000 | 1.47 1.54 1.61 1.68 1.76 4.8500 | 1.83 1.91 1.99 2.07 2.15 5.1000 | 2.23 2.31 2.39 2.48 2.56 5.3500 | 2.65 2.74 2.83 2.93 3.02 5.6000 | 3.13 3.23 3.34 3.45 3.56 5.8500 | 3.68 3.80 3.93 4.06 4.20 6.1000 | 4.33 4.47 4.62 4.76 4.91 6.3500 | 5.06 5.22 5.37 5.53 5.69 6.6000 | 5.85 6.01 6.18 6.35 6.51 6.8500 | 6.68 6.85 7.03 7.20 7.38 7.1000 | 7.57 7.76 7.96 8.16 8.38 7.3500 | 8.60 8.83 9.07 9.32 9.58 7.6000 | 10.00 10.44 10.89 11.33 11.78 7.8500 | 12.23 12.69 13.16 13.64 14.13 8.1000 | 14.63 15.15 15.72 16.34 16.99 8.3500 | 17.68 18.39 19.12 19.88 20.66 8.6000 | 21.46 22.40 23.40 24.40 25.40 8.8500 | 26.41 27.44 28.48 29.54 30.63 9.1000 | 31.77 32.93 34.11 35.30 36.49 9.3500 | 37.70 38.91 40.28 41.66 43.01 9.6000 | 44.36 45.71 47.07 48.46 49.88 9.8500 | 51.35 52.87 54.43 56.01 57.63 10.1000 | 59.30 61.08 63.00 64.96 66.97 10.3500 | 69.05 71.21 73.45 75.76 78.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.63 Name.... J4 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.6000 | 80.76 83.46 86.32 89.34 92.72 10.8500 | 96.24 99.92 103.74 107.74 111.97 11.1000 | 116.45 121.19 126.46 132.18 138.21 11.3500 | 144.68 151.61 159.08 167.41 177.12 11.6000 | 188.78 203.94 224.68 253.68 292.98 11.8500 | 348.07 420.15 508.22 611.53 721.17 12.1000 | 826.97 925.81 1034.29 1146.28 1227.66 12.3500 | 1296.72 1364.89 1431.54 1488.36 1534.36 12.6000 | 1572.37 1597.41 1606.91 1605.08 1591.75 12.8500 | 1565.99 1531.34 1489.30 1438.98 1382.52 13.1000 | 1322.77 1262.26 1201.12 1141.14 1083.73 13.3500 | 1030.11 979.43 932.15 888.54 848.11 13.6000 | 809.75 774.65 741.42 710.07 680.94 13.8500 | 653.49 627.69 603.53 580.66 558.88 14.1000 | 538.28 518.93 500.67 483.52 467.83 14.3500 | 453.15 439.35 426.35 414.38 403.08 14.6000 | 392.32 382.16 372.45 363.18 354.67 14.8500 | 346.49 338.62 331.15 324.06 317.27 15.1000 | 310.77 304.72 298.93 293.31 287.88 15.3500 | 282.61 277.50 272.55 267.73 263.01 15.6000 | 258.13 252.86 247.03 240.98 234.90 15.8500 | 228.92 223.15 217.63 212.46 207.68 16.1000 | 203.12 198.77 194.64 190.72 187.01 16.3500 | 183.47 180.10 176.89 173.82 171.00 16.6000 | 168.31 165.71 163.20 160.78 158.47 16.8500 | 156.27 154.16 152.15 150.23 148.39 17.1000 | 146.63 144.95 143.34 141.81 140.34 17.3500 | 138.94 137.59 136.35 135.15 133.98 17.6000 | 132.84 131.73 130.65 129.59 128.55 17.8500 | 127.54 126.54 125.57 124.61 123.67 18.1000 | 122.75 121.85 120.96 120.09 119.23 18.3500 | 118.38 117.54 116.71 115.88 115.07 18.6000 | 114.26 113.46 112.66 111.87 111.08 18.8500 | 110.30 109.52 108.75 107.98 107.21 19.1000 | 106.45 105.69 104.93 104.17 103.46 19.3500 | 102.75 102.02 101.29 100.56 99.82 19.6000 | 99.09 98.36 97.63 96.90 96.17 19.8500 | 95.44 94.71 93.98 93.26 92.54 20.1000 | 91.83 91.12 90.41 89.71 89.02 20.3500 | 88.33 87.66 87.00 86.36 85.72 20.6000 | 85.10 84.50 83.91 83.35 82.80 20.8500 | 82.27 81.77 81.28 80.81 80.37 21.1000 | 79.95 79.54 79.16 78.80 78.45 21.3500 | 78.12 77.80 77.50 77.21 76.94 21.6000 | 76.67 76.42 76.17 75.93 75.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.64 Name.... J4 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.8500 | 75.51 75.30 75.10 74.90 74.71 22.1000 | 74.52 74.33 74.14 73.96 73.78 22.3500 | 73.61 73.43 73.26 73.09 72.93 22.6000 | 72.76 72.60 72.44 72.28 72.13 22.8500 | 71.97 71.82 71.66 71.51 71.36 23.1000 | 71.21 71.06 70.91 70.76 70.61 23.3500 | 70.46 70.32 70.17 70.02 69.88 23.6000 | 69.73 69.58 69.44 69.29 69.15 23.8500 | 69.01 68.86 68.72 68.56 68.34 24.1000 | 67.95 67.30 66.40 65.27 63.99 24.3500 | 62.64 61.23 59.79 58.29 56.69 24.6000 | 54.96 53.08 51.07 48.94 46.70 24.8500 | 44.62 42.48 40.32 38.13 35.94 25.1000 | 33.76 31.61 29.50 27.58 25.93 25.3500 | 24.34 22.81 21.34 19.94 18.61 25.6000 | 17.35 16.16 15.05 14.03 13.28 25.8500 | 12.56 11.86 11.22 10.62 10.05 26.1000 | 9.51 9.00 8.51 8.05 7.62 26.3500 | 7.20 6.81 6.43 6.08 5.74 26.6000 | 5.43 5.13 4.85 4.58 4.36 26.8500 | 4.23 4.11 3.98 3.86 3.73 27.1000 | 3.61 3.49 3.37 3.26 3.15 27.3500 | 3.04 2.93 2.83 2.73 2.64 27.6000 | 2.55 2.46 2.38 2.30 2.23 27.8500 | 2.16 2.09 2.02 1.96 1.90 28.1000 | 1.84 1.79 1.73 1.68 1.64 28.3500 | 1.59 1.55 1.51 1.47 1.43 28.6000 | 1.40 1.36 1.33 1.30 1.27 28.8500 | 1.24 1.21 1.18 1.16 1.13 29.1000 | 1.11 1.08 1.06 1.04 1.02 29.3500 | 1.00 .98 .96 .94 .92 29.6000 | .90 .89 .87 .85 .84 29.8500 | .82 .81 .79 .78 .76 30.1000 | .75 .74 .72 .71 .70 30.3500 | .69 .67 .66 .65 .64 30.6000 | .63 .62 .61 .60 .59 30.8500 | .58 .57 .56 .55 .54 31.1000 | .53 .52 .51 .50 .49 31.3500 | .48 .48 .47 .46 .45 31.6000 | .44 .44 .43 .42 .42 31.8500 | .41 .40 .40 .39 .38 32.1000 | .38 .37 .37 .36 .35 32.3500 | .35 .34 .34 .33 .33 32.6000 | .32 .32 .31 .31 .30 32.8500 | .30 .29 .29 .28 .28 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.65 Name.... J4 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.1000 | .27 .27 .26 .26 .25 33.3500 | .25 .25 .24 .24 .23 33.6000 | .23 .23 .22 .22 .22 33.8500 | .21 .21 .21 .20 .20 34.1000 | .20 .19 .19 .19 .18 34.3500 | .18 .18 .17 .17 .17 34.6000 | .17 .16 .16 .16 .16 34.8500 | .15 .15 .15 .15 .14 35.1000 | .14 .14 .14 .13 .13 35.3500 | .13 .13 .13 .12 .12 35.6000 | .12 .12 .12 .11 .11 35.8500 | .11 .11 .11 .10 .10 36.1000 | .10 .10 .10 .10 .09 36.3500 | .09 .09 .09 .09 .09 36.6000 | .09 .08 .08 .08 .08 36.8500 | .08 .08 .08 .08 .07 37.1000 | .07 .07 .07 .07 .07 37.3500 | .07 .07 .06 .06 .06 37.6000 | .06 .06 .06 .06 .06 37.8500 | .06 .06 .05 .05 .05 38.1000 | .05 .05 .05 .05 .05 38.3500 | .05 .05 .05 .05 .05 38.6000 | .04 .04 .04 .04 .04 38.8500 | .04 .04 .04 .04 .04 39.1000 | .04 .04 .04 .04 .04 39.3500 | .03 .03 .03 .03 .03 39.6000 | .03 .03 .03 .03 .03 39.8500 | .03 .03 .03 .03 .03 40.1000 | .03 .03 .03 .03 .03 40.3500 | .02 .02 .02 .02 .02 40.6000 | .02 .02 .02 .02 .02 40.8500 | .02 .02 .02 .02 .02 41.1000 | .02 .02 .02 .02 .02 41.3500 | .02 .02 .02 .02 .02 41.6000 | .02 .02 .02 .02 .02 41.8500 | .02 .01 .01 .01 .01 42.1000 | .01 .01 .01 .01 .01 42.3500 | .01 .01 .01 .01 .01 42.6000 | .01 .01 .01 .01 .01 42.8500 | .01 .01 .01 .01 .01 43.1000 | .01 .01 .01 .01 .01 43.3500 | .01 .01 .01 .01 .01 43.6000 | .01 .01 .01 .01 .01 43.8500 | .01 .01 .01 .01 .01 44.1000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.66 Name.... J4 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.3500 | .01 .01 .01 .01 .01 44.6000 | .01 .01 .01 .01 .01 44.8500 | .01 .01 .01 .01 .01 45.1000 | .01 .01 .01 .01 .01 45.3500 | .01 .01 .01 .01 .01 45.6000 | .01 .01 .01 .01 .01 45.8500 | .01 .01 .01 .01 .01 46.1000 | .01 .01 .01 .01 .01 46.3500 | .01 .01 .01 .01 .01 46.6000 | .01 .01 .01 .01 .01 46.8500 | .01 .01 .01 .01 .01 47.1000 | .01 .01 .01 .01 .01 47.3500 | .01 .01 .01 .01 .01 47.6000 | .01 .01 .01 .01 .01 47.8500 | .01 .01 .01 .01 .01 48.1000 | .01 .01 .01 .01 .01 48.3500 | .01 .01 .01 .01 .01 48.6000 | .01 .01 .01 .01 .01 48.8500 | .01 .01 .01 .01 .01 49.1000 | .01 .01 .01 .01 .01 49.3500 | .01 .01 .00 .00 .00 49.6000 | .00 .00 .00 .00 .00 49.8500 | .00 .00 .00 .00 .00 50.1000 | .00 .00 .00 .00 .00 50.3500 | .00 .00 .00 .00 .00 50.6000 | .00 .00 .00 .00 .00 50.8500 | .00 .00 .00 .00 .00 51.1000 | .00 .00 .00 .00 .00 51.3500 | .00 .00 .00 .00 .00 51.6000 | .00 .00 .00 .00 .00 51.8500 | .00 .00 .00 .00 .00 52.1000 | .00 .00 .00 .00 .00 52.3500 | .00 .00 .00 .00 .00 52.6000 | .00 .00 .00 .00 .00 52.8500 | .00 .00 .00 .00 .00 53.1000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.67 Name.... J5 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J5 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 10 BASIN3B ROUTE 10 15-Yr REACH 30 J4 REACH 30 15-Yr ========================================================================== INFLOWS TO: J5 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 10 15-Yr 747901 12.6000 77.35 REACH 30 15-Yr 9996788 12.8500 1032.65 TOTAL FLOW INTO: J5 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J5 15-Yr 10744700 12.8500 1106.61 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.68 Name.... J5 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = J5 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1106.61 cfs Time to Peak = 12.8500 hrs HYG Volume = 10744700 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.0500 | .00 .00 .00 .00 .00 4.3000 | .00 .01 .01 .01 .01 4.5500 | .03 .05 .07 .09 .11 4.8000 | .13 .15 .17 .20 .22 5.0500 | .25 .27 .30 .32 .35 5.3000 | .38 .41 .44 .47 .51 5.5500 | .54 .58 .61 .65 .69 5.8000 | .73 .77 .81 .86 .90 6.0500 | .94 .99 1.03 1.08 1.13 6.3000 | 1.18 1.23 1.28 1.33 1.38 6.5500 | 1.44 1.49 1.55 1.60 1.66 6.8000 | 1.72 1.78 1.84 1.90 1.96 7.0500 | 2.03 2.09 2.16 2.23 2.30 7.3000 | 2.37 2.44 2.52 2.59 2.67 7.5500 | 2.75 2.84 2.92 3.01 3.10 7.8000 | 3.19 3.28 3.37 3.47 3.57 8.0500 | 3.67 3.77 3.87 3.98 4.08 8.3000 | 4.19 4.31 4.47 4.69 4.92 8.5500 | 5.14 5.36 5.58 5.80 6.02 8.8000 | 6.24 6.47 6.70 6.95 7.19 9.0500 | 7.45 7.71 7.99 8.30 8.63 9.3000 | 8.99 9.37 9.79 10.24 10.71 9.5500 | 11.20 11.73 12.26 12.82 13.41 9.8000 | 14.02 14.66 15.47 16.34 17.23 10.0500 | 18.13 19.06 20.05 21.01 22.02 10.3000 | 23.08 24.18 25.32 26.51 27.74 10.5500 | 29.03 30.43 32.05 33.70 35.40 10.8000 | 37.18 39.05 41.01 43.06 45.22 11.0500 | 47.48 49.85 52.58 55.46 58.48 11.3000 | 61.70 65.11 68.73 72.54 76.70 11.5500 | 81.43 86.64 92.71 100.24 110.40 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.69 Name.... J5 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.8000 | 124.37 143.86 171.71 210.36 259.03 12.0500 | 318.90 388.02 461.72 535.29 606.42 12.3000 | 674.09 738.35 799.22 857.05 911.84 12.5500 | 961.90 1005.89 1042.85 1071.71 1091.74 12.8000 | 1103.31 1106.61 1101.99 1090.25 1072.30 13.0500 | 1048.59 1019.97 988.20 953.57 916.80 13.3000 | 879.71 842.27 805.74 770.42 736.30 13.5500 | 704.43 673.81 644.74 617.45 591.10 13.8000 | 565.81 541.81 518.75 496.93 476.91 14.0500 | 457.90 439.90 422.76 406.64 391.73 14.3000 | 377.81 364.80 352.87 341.71 331.17 14.5500 | 321.15 311.50 302.19 293.21 284.30 14.8000 | 275.53 266.93 258.57 250.66 243.18 15.0500 | 236.01 229.18 222.69 216.53 210.68 15.3000 | 205.38 200.32 195.49 190.92 186.59 15.5500 | 182.47 178.53 174.76 171.15 167.81 15.8000 | 164.61 161.50 158.48 155.56 152.75 16.0500 | 150.07 147.49 145.02 142.64 140.34 16.3000 | 138.13 136.00 133.95 132.07 130.24 16.5500 | 128.44 126.70 125.00 123.35 121.76 16.8000 | 120.21 118.72 117.28 115.90 114.58 17.0500 | 113.31 112.09 110.92 109.78 108.69 17.3000 | 107.63 106.61 105.63 104.68 103.76 17.5500 | 102.86 102.00 101.22 100.43 99.64 17.8000 | 98.86 98.09 97.35 96.62 95.90 18.0500 | 95.20 94.52 93.84 93.18 92.53 18.3000 | 91.89 91.26 90.63 90.01 89.40 18.5500 | 88.80 88.20 87.60 87.01 86.42 18.8000 | 85.84 85.26 84.68 84.11 83.54 19.0500 | 82.97 82.42 81.87 81.32 80.77 19.3000 | 80.23 79.68 79.14 78.59 78.04 19.5500 | 77.50 76.95 76.40 75.85 75.30 19.8000 | 74.76 74.21 73.67 73.16 72.65 20.0500 | 72.13 71.61 71.09 70.56 70.04 20.3000 | 69.52 69.00 68.49 67.99 67.49 20.5500 | 67.00 66.52 66.05 65.59 65.14 20.8000 | 64.70 64.27 63.85 63.44 63.05 21.0500 | 62.67 62.30 61.95 61.61 61.28 21.3000 | 60.97 60.66 60.38 60.10 59.84 21.5500 | 59.58 59.34 59.11 58.88 58.67 21.8000 | 58.46 58.26 58.07 57.88 57.70 22.0500 | 57.53 57.36 57.20 57.04 56.89 22.3000 | 56.73 56.59 56.44 56.30 56.16 22.5500 | 56.03 55.90 55.77 55.64 55.52 22.8000 | 55.40 55.28 55.16 55.04 54.92 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.70 Name.... J5 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.0500 | 54.80 54.68 54.57 54.45 54.34 23.3000 | 54.22 54.11 53.99 53.88 53.77 23.5500 | 53.66 53.54 53.43 53.32 53.21 23.8000 | 53.10 52.99 52.88 52.77 52.66 24.0500 | 52.54 52.39 52.18 51.88 51.43 24.3000 | 50.85 50.12 49.30 48.43 47.49 24.5500 | 46.49 45.44 44.34 43.19 42.00 24.8000 | 40.75 39.40 37.84 36.36 34.89 25.0500 | 33.46 32.03 30.62 29.21 27.90 25.3000 | 26.72 25.52 24.32 23.13 21.95 25.5500 | 20.80 19.70 18.66 17.67 16.72 25.8000 | 15.83 14.98 14.18 13.59 13.02 26.0500 | 12.45 11.91 11.37 10.85 10.35 26.3000 | 9.86 9.39 8.94 8.50 8.08 26.5500 | 7.68 7.30 6.95 6.62 6.31 26.8000 | 6.03 5.76 5.51 5.28 5.06 27.0500 | 4.85 4.65 4.46 4.33 4.24 27.3000 | 4.15 4.06 3.97 3.87 3.78 27.5500 | 3.69 3.60 3.51 3.43 3.34 27.8000 | 3.26 3.17 3.09 3.01 2.93 28.0500 | 2.86 2.78 2.71 2.64 2.57 28.3000 | 2.50 2.43 2.37 2.31 2.25 28.5500 | 2.19 2.13 2.07 2.02 1.97 28.8000 | 1.92 1.87 1.82 1.77 1.73 29.0500 | 1.68 1.64 1.60 1.56 1.52 29.3000 | 1.49 1.45 1.42 1.38 1.35 29.5500 | 1.32 1.29 1.26 1.23 1.20 29.8000 | 1.17 1.15 1.12 1.10 1.07 30.0500 | 1.05 1.03 1.00 .98 .96 30.3000 | .94 .92 .90 .88 .87 30.5500 | .85 .83 .81 .80 .78 30.8000 | .77 .75 .74 .72 .71 31.0500 | .70 .68 .67 .66 .64 31.3000 | .63 .62 .61 .60 .59 31.5500 | .58 .56 .55 .54 .53 31.8000 | .52 .52 .51 .50 .49 32.0500 | .48 .47 .46 .46 .45 32.3000 | .44 .43 .42 .42 .41 32.5500 | .40 .40 .39 .38 .38 32.8000 | .37 .36 .36 .35 .35 33.0500 | .34 .33 .33 .32 .32 33.3000 | .31 .31 .30 .30 .29 33.5500 | .29 .28 .28 .27 .27 33.8000 | .26 .26 .25 .25 .25 34.0500 | .24 .24 .23 .23 .23 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.71 Name.... J5 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.3000 | .22 .22 .22 .21 .21 34.5500 | .21 .20 .20 .20 .19 34.8000 | .19 .19 .18 .18 .18 35.0500 | .17 .17 .17 .17 .16 35.3000 | .16 .16 .15 .15 .15 35.5500 | .15 .14 .14 .14 .14 35.8000 | .14 .13 .13 .13 .13 36.0500 | .12 .12 .12 .12 .12 36.3000 | .12 .11 .11 .11 .11 36.5500 | .11 .10 .10 .10 .10 36.8000 | .10 .10 .09 .09 .09 37.0500 | .09 .09 .09 .09 .08 37.3000 | .08 .08 .08 .08 .08 37.5500 | .08 .07 .07 .07 .07 37.8000 | .07 .07 .07 .07 .07 38.0500 | .06 .06 .06 .06 .06 38.3000 | .06 .06 .06 .06 .06 38.5500 | .05 .05 .05 .05 .05 38.8000 | .05 .05 .05 .05 .05 39.0500 | .05 .05 .04 .04 .04 39.3000 | .04 .04 .04 .04 .04 39.5500 | .04 .04 .04 .04 .04 39.8000 | .04 .04 .04 .03 .03 40.0500 | .03 .03 .03 .03 .03 40.3000 | .03 .03 .03 .03 .03 40.5500 | .03 .03 .03 .03 .03 40.8000 | .03 .03 .03 .02 .02 41.0500 | .02 .02 .02 .02 .02 41.3000 | .02 .02 .02 .02 .02 41.5500 | .02 .02 .02 .02 .02 41.8000 | .02 .02 .02 .02 .02 42.0500 | .02 .02 .02 .02 .02 42.3000 | .02 .02 .02 .02 .01 42.5500 | .01 .01 .01 .01 .01 42.8000 | .01 .01 .01 .01 .01 43.0500 | .01 .01 .01 .01 .01 43.3000 | .01 .01 .01 .01 .01 43.5500 | .01 .01 .01 .01 .01 43.8000 | .01 .01 .01 .01 .01 44.0500 | .01 .01 .01 .01 .01 44.3000 | .01 .01 .01 .01 .01 44.5500 | .01 .01 .01 .01 .01 44.8000 | .01 .01 .01 .01 .01 45.0500 | .01 .01 .01 .01 .01 45.3000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.72 Name.... J5 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.5500 | .01 .01 .01 .01 .01 45.8000 | .01 .01 .01 .01 .01 46.0500 | .01 .01 .01 .01 .01 46.3000 | .01 .01 .01 .01 .01 46.5500 | .01 .01 .01 .01 .01 46.8000 | .01 .01 .01 .01 .01 47.0500 | .01 .01 .01 .01 .01 47.3000 | .01 .01 .01 .01 .01 47.5500 | .01 .01 .01 .01 .01 47.8000 | .01 .01 .01 .01 .01 48.0500 | .01 .01 .01 .01 .01 48.3000 | .01 .01 .01 .01 .01 48.5500 | .01 .01 .01 .01 .01 48.8000 | .01 .01 .01 .01 .01 49.0500 | .01 .01 .01 .01 .01 49.3000 | .01 .01 .01 .01 .01 49.5500 | .01 .01 .01 .01 .01 49.8000 | .01 .01 .01 .01 .01 50.0500 | .01 .01 .01 .01 .01 50.3000 | .01 .01 .01 .01 .01 50.5500 | .01 .01 .01 .01 .01 50.8000 | .01 .01 .01 .01 .01 51.0500 | .01 .01 .01 .01 .01 51.3000 | .01 .01 .01 .01 .01 51.5500 | .01 .01 .01 .01 .01 51.8000 | .01 .01 .01 .01 .01 52.0500 | .01 .01 .01 .01 .01 52.3000 | .01 .01 .01 .01 .01 52.5500 | .01 .01 .01 .01 .01 52.8000 | .01 .01 .01 .01 .01 53.0500 | .01 .01 .01 .01 .01 53.3000 | .01 .01 .01 .01 .01 53.5500 | .01 .01 .01 .01 .01 53.8000 | .01 .01 .01 .01 .01 54.0500 | .01 .01 .01 .01 .01 54.3000 | .01 .01 .01 .01 .01 54.5500 | .01 .01 .01 .01 .01 54.8000 | .01 .01 .01 .01 .01 55.0500 | .01 .01 .01 .01 .01 55.3000 | .01 .01 .01 .01 .01 55.5500 | .01 .01 .01 .00 .00 55.8000 | .00 .00 .00 .00 .00 56.0500 | .00 .00 .00 .00 .00 56.3000 | .00 .00 .00 .00 .00 56.5500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.73 Name.... J5 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.8000 | .00 .00 .00 .00 .00 57.0500 | .00 .00 .00 .00 .00 57.3000 | .00 .00 .00 .00 .00 57.5500 | .00 .00 .00 .00 .00 57.8000 | .00 .00 .00 .00 .00 58.0500 | .00 .00 .00 .00 .00 58.3000 | .00 .00 .00 .00 .00 58.5500 | .00 .00 .00 .00 .00 58.8000 | .00 .00 .00 .00 .00 59.0500 | .00 .00 .00 .00 .00 59.3000 | .00 .00 .00 .00 .00 59.5500 | .00 .00 .00 .00 .00 59.8000 | .00 .00 .00 .00 .00 60.0500 | .00 .00 .00 .00 .00 60.3000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.74 Name.... J5 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J5 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 10 BASIN3B ROUTE 10 25-yr REACH 30 J4 REACH 30 25-yr ========================================================================== INFLOWS TO: J5 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 10 25-yr 869349 12.6500 86.46 REACH 30 25-yr 11453080 12.8500 1184.71 TOTAL FLOW INTO: J5 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J5 25-yr 12322420 12.8500 1267.84 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.75 Name.... J5 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = J5 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1267.84 cfs Time to Peak = 12.8500 hrs HYG Volume = 12322420 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .01 .01 .01 .02 4.2500 | .04 .06 .08 .10 .12 4.5000 | .14 .17 .19 .22 .24 4.7500 | .27 .30 .33 .36 .39 5.0000 | .42 .45 .49 .52 .56 5.2500 | .60 .64 .68 .72 .76 5.5000 | .80 .85 .89 .94 .99 5.7500 | 1.04 1.09 1.14 1.19 1.24 6.0000 | 1.30 1.35 1.41 1.47 1.52 6.2500 | 1.58 1.64 1.70 1.77 1.83 6.5000 | 1.89 1.96 2.03 2.10 2.17 6.7500 | 2.24 2.31 2.39 2.47 2.55 7.0000 | 2.63 2.71 2.80 2.89 2.98 7.2500 | 3.07 3.16 3.26 3.36 3.46 7.5000 | 3.56 3.67 3.78 3.88 3.99 7.7500 | 4.11 4.22 4.34 4.52 4.74 8.0000 | 4.96 5.16 5.36 5.55 5.74 8.2500 | 5.93 6.12 6.32 6.51 6.72 8.5000 | 6.93 7.15 7.38 7.62 7.88 8.7500 | 8.17 8.49 8.83 9.20 9.61 9.0000 | 10.05 10.53 11.02 11.57 12.13 9.2500 | 12.72 13.33 13.98 14.64 15.45 9.5000 | 16.33 17.20 18.06 18.94 19.85 9.7500 | 20.75 21.67 22.63 23.61 24.63 10.0000 | 25.67 26.75 27.86 29.01 30.23 10.2500 | 31.65 33.08 34.53 36.02 37.58 10.5000 | 39.20 40.88 42.61 44.41 46.28 10.7500 | 48.23 50.27 52.64 55.08 57.62 11.0000 | 60.27 63.07 66.02 69.10 72.31 11.2500 | 75.70 79.52 83.54 87.80 92.38 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.76 Name.... J5 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.5000 | 97.33 102.72 109.10 116.57 125.76 11.7500 | 137.75 154.81 178.12 211.56 255.60 12.0000 | 311.64 380.79 459.47 542.10 624.74 12.2500 | 705.49 782.64 855.45 925.12 992.00 12.5000 | 1054.51 1111.23 1160.79 1202.08 1233.35 12.7500 | 1254.64 1266.10 1267.84 1260.49 1245.14 13.0000 | 1222.77 1194.08 1159.81 1121.43 1080.65 13.2500 | 1037.84 994.77 952.25 910.76 871.01 13.5000 | 832.44 796.24 761.66 728.98 698.39 13.7500 | 669.17 641.70 615.74 590.85 567.46 14.0000 | 545.21 523.51 502.65 483.29 464.95 14.2500 | 447.57 431.03 415.90 401.12 387.18 14.5000 | 374.33 362.41 351.61 341.41 331.80 14.7500 | 322.70 314.05 305.81 298.11 290.48 15.0000 | 282.88 275.29 267.76 260.34 253.21 15.2500 | 246.44 239.90 233.62 227.61 221.87 15.5000 | 216.39 211.17 206.39 201.79 197.35 15.7500 | 193.10 189.03 185.13 181.37 177.76 16.0000 | 174.29 170.96 167.91 164.97 162.12 16.2500 | 159.37 156.71 154.16 151.72 149.39 16.5000 | 147.16 145.01 142.94 140.95 139.02 16.7500 | 137.16 135.36 133.67 132.08 130.52 17.0000 | 129.01 127.54 126.12 124.75 123.42 17.2500 | 122.14 120.91 119.73 118.59 117.48 17.5000 | 116.42 115.39 114.41 113.46 112.55 17.7500 | 111.66 110.79 109.94 109.11 108.30 18.0000 | 107.50 106.71 105.94 105.18 104.43 18.2500 | 103.70 102.97 102.27 101.61 100.95 18.5000 | 100.29 99.63 98.97 98.31 97.64 18.7500 | 96.96 96.28 95.61 94.94 94.28 19.0000 | 93.62 92.97 92.33 91.69 91.05 19.2500 | 90.42 89.78 89.15 88.52 87.90 19.5000 | 87.27 86.65 86.03 85.41 84.78 19.7500 | 84.16 83.55 82.93 82.32 81.72 20.0000 | 81.12 80.53 79.93 79.33 78.73 20.2500 | 78.13 77.54 76.95 76.36 75.79 20.5000 | 75.22 74.67 74.13 73.61 73.13 20.7500 | 72.66 72.19 71.73 71.28 70.84 21.0000 | 70.41 70.00 69.60 69.21 68.84 21.2500 | 68.48 68.14 67.81 67.49 67.19 21.5000 | 66.89 66.61 66.35 66.09 65.84 21.7500 | 65.60 65.37 65.15 64.94 64.73 22.0000 | 64.53 64.34 64.15 63.97 63.79 22.2500 | 63.62 63.45 63.29 63.13 62.97 22.5000 | 62.81 62.66 62.51 62.36 62.22 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.77 Name.... J5 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.7500 | 62.07 61.93 61.79 61.66 61.52 23.0000 | 61.38 61.25 61.12 60.98 60.85 23.2500 | 60.72 60.59 60.46 60.34 60.21 23.5000 | 60.08 59.95 59.83 59.70 59.58 23.7500 | 59.45 59.33 59.20 59.08 58.96 24.0000 | 58.83 58.70 58.53 58.30 57.94 24.2500 | 57.44 56.76 55.94 54.98 53.91 24.5000 | 52.77 51.59 50.34 49.06 47.76 24.7500 | 46.48 45.13 43.72 42.11 40.41 25.0000 | 38.76 37.11 35.48 33.87 32.27 25.2500 | 30.71 29.17 27.77 26.50 25.23 25.5000 | 23.96 22.72 21.51 20.34 19.24 25.7500 | 18.20 17.21 16.27 15.39 14.55 26.0000 | 13.86 13.27 12.70 12.14 11.60 26.2500 | 11.07 10.56 10.06 9.59 9.12 26.5000 | 8.68 8.25 7.84 7.45 7.09 26.7500 | 6.75 6.44 6.14 5.87 5.62 27.0000 | 5.38 5.15 4.93 4.73 4.54 27.2500 | 4.37 4.28 4.19 4.10 4.01 27.5000 | 3.91 3.82 3.73 3.64 3.55 27.7500 | 3.47 3.38 3.30 3.21 3.13 28.0000 | 3.05 2.97 2.89 2.82 2.74 28.2500 | 2.67 2.60 2.53 2.47 2.40 28.5000 | 2.34 2.28 2.22 2.16 2.10 28.7500 | 2.05 2.00 1.94 1.89 1.85 29.0000 | 1.80 1.75 1.71 1.67 1.63 29.2500 | 1.59 1.55 1.51 1.47 1.44 29.5000 | 1.40 1.37 1.34 1.31 1.28 29.7500 | 1.25 1.22 1.19 1.17 1.14 30.0000 | 1.12 1.09 1.07 1.04 1.02 30.2500 | 1.00 .98 .96 .94 .92 30.5000 | .90 .88 .86 .85 .83 30.7500 | .81 .80 .78 .77 .75 31.0000 | .74 .72 .71 .69 .68 31.2500 | .67 .66 .64 .63 .62 31.5000 | .61 .60 .59 .58 .56 31.7500 | .55 .54 .53 .53 .52 32.0000 | .51 .50 .49 .48 .47 32.2500 | .46 .46 .45 .44 .43 32.5000 | .42 .42 .41 .40 .40 32.7500 | .39 .38 .38 .37 .36 33.0000 | .36 .35 .35 .34 .33 33.2500 | .33 .32 .32 .31 .31 33.5000 | .30 .30 .29 .29 .28 33.7500 | .28 .27 .27 .26 .26 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.78 Name.... J5 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.0000 | .26 .25 .25 .24 .24 34.2500 | .24 .23 .23 .22 .22 34.5000 | .22 .21 .21 .21 .20 34.7500 | .20 .20 .19 .19 .19 35.0000 | .18 .18 .18 .17 .17 35.2500 | .17 .17 .16 .16 .16 35.5000 | .16 .15 .15 .15 .15 35.7500 | .14 .14 .14 .14 .13 36.0000 | .13 .13 .13 .13 .12 36.2500 | .12 .12 .12 .12 .11 36.5000 | .11 .11 .11 .11 .10 36.7500 | .10 .10 .10 .10 .10 37.0000 | .09 .09 .09 .09 .09 37.2500 | .09 .09 .08 .08 .08 37.5000 | .08 .08 .08 .08 .08 37.7500 | .07 .07 .07 .07 .07 38.0000 | .07 .07 .07 .06 .06 38.2500 | .06 .06 .06 .06 .06 38.5000 | .06 .06 .06 .05 .05 38.7500 | .05 .05 .05 .05 .05 39.0000 | .05 .05 .05 .05 .05 39.2500 | .05 .04 .04 .04 .04 39.5000 | .04 .04 .04 .04 .04 39.7500 | .04 .04 .04 .04 .04 40.0000 | .04 .03 .03 .03 .03 40.2500 | .03 .03 .03 .03 .03 40.5000 | .03 .03 .03 .03 .03 40.7500 | .03 .03 .03 .03 .03 41.0000 | .03 .02 .02 .02 .02 41.2500 | .02 .02 .02 .02 .02 41.5000 | .02 .02 .02 .02 .02 41.7500 | .02 .02 .02 .02 .02 42.0000 | .02 .02 .02 .02 .02 42.2500 | .02 .02 .02 .02 .02 42.5000 | .02 .02 .01 .01 .01 42.7500 | .01 .01 .01 .01 .01 43.0000 | .01 .01 .01 .01 .01 43.2500 | .01 .01 .01 .01 .01 43.5000 | .01 .01 .01 .01 .01 43.7500 | .01 .01 .01 .01 .01 44.0000 | .01 .01 .01 .01 .01 44.2500 | .01 .01 .01 .01 .01 44.5000 | .01 .01 .01 .01 .01 44.7500 | .01 .01 .01 .01 .01 45.0000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.79 Name.... J5 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.2500 | .01 .01 .01 .01 .01 45.5000 | .01 .01 .01 .01 .01 45.7500 | .01 .01 .01 .01 .01 46.0000 | .01 .01 .01 .01 .01 46.2500 | .01 .01 .01 .01 .01 46.5000 | .01 .01 .01 .01 .01 46.7500 | .01 .01 .01 .01 .01 47.0000 | .01 .01 .01 .01 .01 47.2500 | .01 .01 .01 .01 .01 47.5000 | .01 .01 .01 .01 .01 47.7500 | .01 .01 .01 .01 .01 48.0000 | .01 .01 .01 .01 .01 48.2500 | .01 .01 .01 .01 .01 48.5000 | .01 .01 .01 .01 .01 48.7500 | .01 .01 .01 .01 .01 49.0000 | .01 .01 .01 .01 .01 49.2500 | .01 .01 .01 .01 .01 49.5000 | .01 .01 .01 .01 .01 49.7500 | .01 .01 .01 .01 .01 50.0000 | .01 .01 .01 .01 .01 50.2500 | .01 .01 .01 .01 .01 50.5000 | .01 .01 .01 .01 .01 50.7500 | .01 .01 .01 .01 .01 51.0000 | .01 .01 .01 .01 .01 51.2500 | .01 .01 .01 .01 .01 51.5000 | .01 .01 .01 .01 .01 51.7500 | .01 .01 .01 .01 .01 52.0000 | .01 .01 .01 .01 .01 52.2500 | .01 .01 .01 .01 .01 52.5000 | .01 .01 .01 .01 .01 52.7500 | .01 .01 .01 .01 .01 53.0000 | .01 .01 .01 .01 .01 53.2500 | .01 .01 .01 .01 .01 53.5000 | .01 .01 .01 .01 .01 53.7500 | .01 .01 .01 .01 .01 54.0000 | .01 .01 .01 .01 .01 54.2500 | .01 .01 .01 .01 .01 54.5000 | .01 .01 .01 .01 .01 54.7500 | .01 .01 .01 .01 .01 55.0000 | .01 .01 .01 .01 .01 55.2500 | .01 .01 .01 .01 .01 55.5000 | .01 .01 .01 .01 .01 55.7500 | .01 .00 .00 .00 .00 56.0000 | .00 .00 .00 .00 .00 56.2500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.80 Name.... J5 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.5000 | .00 .00 .00 .00 .00 56.7500 | .00 .00 .00 .00 .00 57.0000 | .00 .00 .00 .00 .00 57.2500 | .00 .00 .00 .00 .00 57.5000 | .00 .00 .00 .00 .00 57.7500 | .00 .00 .00 .00 .00 58.0000 | .00 .00 .00 .00 .00 58.2500 | .00 .00 .00 .00 .00 58.5000 | .00 .00 .00 .00 .00 58.7500 | .00 .00 .00 .00 .00 59.0000 | .00 .00 .00 .00 .00 59.2500 | .00 .00 .00 .00 .00 59.5000 | .00 .00 .00 .00 .00 59.7500 | .00 .00 .00 .00 .00 60.0000 | .00 .00 .00 .00 .00 60.2500 | .00 .00 .00 .00 .00 60.5000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.81 Name.... J5 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J5 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 10 BASIN3B ROUTE 10 100-yr REACH 30 J4 REACH 30 100-yr ========================================================================== INFLOWS TO: J5 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 10 100-yr 1197950 12.6500 109.60 REACH 30 100-yr 15347680 12.8000 1583.95 TOTAL FLOW INTO: J5 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J5 100-yr 16545620 12.8000 1690.78 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.82 Name.... J5 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = J5 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1690.78 cfs Time to Peak = 12.8000 hrs HYG Volume = 16545620 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.1500 | .00 .00 .00 .00 .00 3.4000 | .00 .01 .01 .01 .03 3.6500 | .06 .08 .11 .14 .16 3.9000 | .19 .22 .25 .29 .32 4.1500 | .35 .39 .42 .46 .50 4.4000 | .54 .58 .62 .67 .71 4.6500 | .76 .81 .86 .91 .97 4.9000 | 1.02 1.08 1.13 1.19 1.25 5.1500 | 1.31 1.38 1.44 1.51 1.57 5.4000 | 1.64 1.71 1.78 1.85 1.93 5.6500 | 2.00 2.08 2.16 2.24 2.32 5.9000 | 2.41 2.50 2.59 2.68 2.77 6.1500 | 2.87 2.97 3.08 3.18 3.29 6.4000 | 3.40 3.52 3.63 3.75 3.88 6.6500 | 4.00 4.13 4.25 4.39 4.65 6.9000 | 4.89 5.13 5.36 5.58 5.80 7.1500 | 6.02 6.23 6.44 6.65 6.87 7.4000 | 7.08 7.30 7.52 7.74 7.98 7.6500 | 8.25 8.53 8.84 9.16 9.51 7.9000 | 9.88 10.28 10.69 11.13 11.59 8.1500 | 12.07 12.56 13.07 13.61 14.17 8.4000 | 14.76 15.53 16.31 17.11 17.92 8.6500 | 18.74 19.61 20.52 21.40 22.31 8.9000 | 23.25 24.22 25.22 26.25 27.31 9.1500 | 28.40 29.53 30.78 32.13 33.48 9.4000 | 34.82 36.17 37.56 38.96 40.36 9.6500 | 41.78 43.20 44.64 46.09 47.56 9.9000 | 49.06 50.68 52.40 54.14 55.90 10.1500 | 57.69 59.54 61.45 63.42 65.46 10.4000 | 67.57 69.75 72.01 74.36 76.98 10.6500 | 79.65 82.37 85.17 88.12 91.23 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.83 Name.... J5 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.9000 | 94.51 97.96 101.61 105.61 109.90 11.1500 | 114.38 119.12 124.17 129.58 135.37 11.4000 | 141.83 148.80 156.25 164.38 173.50 11.6500 | 184.57 198.29 216.10 240.83 273.92 11.9000 | 318.77 378.36 454.26 545.31 647.02 12.1500 | 754.67 865.95 981.61 1094.66 1197.03 12.4000 | 1289.15 1374.82 1453.10 1520.98 1578.83 12.6500 | 1625.67 1660.52 1681.99 1690.78 1687.12 12.9000 | 1671.70 1646.21 1611.38 1568.88 1519.70 13.1500 | 1465.66 1408.83 1349.96 1291.30 1233.25 13.4000 | 1177.40 1123.57 1072.89 1024.75 980.00 13.6500 | 937.54 898.17 860.68 825.38 792.66 13.9000 | 761.68 732.71 705.35 678.98 653.96 14.1500 | 630.35 607.75 586.19 566.29 547.39 14.4000 | 529.51 512.60 497.03 481.94 467.07 14.6500 | 452.68 438.84 426.03 413.86 402.22 14.9000 | 391.18 380.60 370.22 360.90 352.33 15.1500 | 344.32 336.81 329.73 323.01 316.61 15.4000 | 310.48 304.70 299.21 293.86 288.61 15.6500 | 283.35 277.95 272.34 266.55 260.64 15.9000 | 254.79 249.08 243.43 237.91 232.58 16.1500 | 227.44 222.50 217.77 213.25 209.07 16.4000 | 205.09 201.26 197.58 194.06 190.71 16.6500 | 187.52 184.47 181.55 178.75 176.08 16.9000 | 173.51 171.08 168.85 166.69 164.60 17.1500 | 162.59 160.65 158.78 156.99 155.28 17.4000 | 153.63 152.05 150.55 149.11 147.73 17.6500 | 146.40 145.11 143.86 142.65 141.47 17.9000 | 140.32 139.19 138.09 137.01 135.95 18.1500 | 134.94 133.97 133.02 132.07 131.13 18.4000 | 130.20 129.27 128.36 127.45 126.55 18.6500 | 125.66 124.78 123.91 123.04 122.17 18.9000 | 121.31 120.46 119.61 118.77 117.93 19.1500 | 117.10 116.26 115.44 114.62 113.81 19.4000 | 113.01 112.21 111.42 110.62 109.83 19.6500 | 109.03 108.24 107.45 106.66 105.87 19.9000 | 105.08 104.29 103.50 102.71 101.96 20.1500 | 101.22 100.48 99.73 98.98 98.23 20.4000 | 97.48 96.71 95.95 95.21 94.49 20.6500 | 93.78 93.09 92.43 91.78 91.16 20.9000 | 90.56 89.97 89.41 88.87 88.35 21.1500 | 87.85 87.37 86.91 86.47 86.05 21.4000 | 85.65 85.27 84.90 84.55 84.22 21.6500 | 83.89 83.59 83.29 83.00 82.73 21.9000 | 82.47 82.22 81.98 81.75 81.52 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.84 Name.... J5 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.1500 | 81.30 81.08 80.87 80.66 80.45 22.4000 | 80.25 80.06 79.86 79.67 79.49 22.6500 | 79.30 79.12 78.94 78.76 78.59 22.9000 | 78.41 78.24 78.07 77.90 77.74 23.1500 | 77.57 77.40 77.24 77.08 76.91 23.4000 | 76.75 76.59 76.43 76.27 76.11 23.6500 | 75.95 75.79 75.63 75.48 75.32 23.9000 | 75.16 75.00 74.85 74.68 74.46 24.1500 | 74.16 73.72 73.07 72.21 71.13 24.4000 | 69.88 68.49 67.01 65.44 63.81 24.6500 | 62.10 60.31 58.45 56.49 54.49 24.9000 | 52.45 50.32 47.99 45.91 43.92 25.1500 | 41.93 39.91 37.90 35.93 34.03 25.4000 | 32.18 30.40 28.68 27.22 25.83 25.6500 | 24.47 23.14 21.85 20.62 19.46 25.9000 | 18.37 17.35 16.39 15.48 14.63 26.1500 | 13.90 13.31 12.73 12.17 11.62 26.4000 | 11.09 10.57 10.07 9.60 9.13 26.6500 | 8.69 8.26 7.85 7.46 7.10 26.9000 | 6.76 6.45 6.16 5.89 5.63 27.1500 | 5.39 5.17 4.95 4.75 4.56 27.4000 | 4.38 4.29 4.20 4.11 4.02 27.6500 | 3.93 3.84 3.75 3.66 3.57 27.9000 | 3.48 3.40 3.31 3.23 3.15 28.1500 | 3.06 2.99 2.91 2.83 2.76 28.4000 | 2.69 2.62 2.55 2.48 2.42 28.6500 | 2.36 2.30 2.24 2.18 2.12 28.9000 | 2.07 2.02 1.96 1.92 1.87 29.1500 | 1.82 1.78 1.73 1.69 1.65 29.4000 | 1.61 1.57 1.53 1.50 1.46 29.6500 | 1.43 1.39 1.36 1.33 1.30 29.9000 | 1.27 1.24 1.21 1.19 1.16 30.1500 | 1.14 1.11 1.09 1.06 1.04 30.4000 | 1.02 1.00 .98 .96 .94 30.6500 | .92 .90 .88 .87 .85 30.9000 | .83 .82 .80 .78 .77 31.1500 | .75 .74 .73 .71 .70 31.4000 | .68 .67 .66 .65 .64 31.6500 | .62 .61 .60 .59 .58 31.9000 | .57 .56 .55 .54 .53 32.1500 | .52 .51 .50 .49 .48 32.4000 | .48 .47 .46 .45 .44 32.6500 | .44 .43 .42 .41 .41 32.9000 | .40 .39 .39 .38 .37 33.1500 | .37 .36 .36 .35 .34 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.85 Name.... J5 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.4000 | .34 .33 .33 .32 .32 33.6500 | .31 .31 .30 .30 .29 33.9000 | .29 .28 .28 .27 .27 34.1500 | .26 .26 .25 .25 .25 34.4000 | .24 .24 .23 .23 .23 34.6500 | .22 .22 .22 .21 .21 34.9000 | .20 .20 .20 .19 .19 35.1500 | .19 .19 .18 .18 .18 35.4000 | .17 .17 .17 .17 .16 35.6500 | .16 .16 .15 .15 .15 35.9000 | .15 .14 .14 .14 .14 36.1500 | .14 .13 .13 .13 .13 36.4000 | .12 .12 .12 .12 .12 36.6500 | .11 .11 .11 .11 .11 36.9000 | .11 .10 .10 .10 .10 37.1500 | .10 .10 .09 .09 .09 37.4000 | .09 .09 .09 .09 .08 37.6500 | .08 .08 .08 .08 .08 37.9000 | .08 .07 .07 .07 .07 38.1500 | .07 .07 .07 .07 .07 38.4000 | .06 .06 .06 .06 .06 38.6500 | .06 .06 .06 .06 .06 38.9000 | .05 .05 .05 .05 .05 39.1500 | .05 .05 .05 .05 .05 39.4000 | .05 .05 .04 .04 .04 39.6500 | .04 .04 .04 .04 .04 39.9000 | .04 .04 .04 .04 .04 40.1500 | .04 .04 .04 .03 .03 40.4000 | .03 .03 .03 .03 .03 40.6500 | .03 .03 .03 .03 .03 40.9000 | .03 .03 .03 .03 .03 41.1500 | .03 .03 .03 .02 .02 41.4000 | .02 .02 .02 .02 .02 41.6500 | .02 .02 .02 .02 .02 41.9000 | .02 .02 .02 .02 .02 42.1500 | .02 .02 .02 .02 .02 42.4000 | .02 .02 .02 .02 .02 42.6500 | .02 .02 .02 .02 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .01 44.1500 | .01 .01 .01 .01 .01 44.4000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.86 Name.... J5 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.6500 | .01 .01 .01 .01 .01 44.9000 | .01 .01 .01 .01 .01 45.1500 | .01 .01 .01 .01 .01 45.4000 | .01 .01 .01 .01 .01 45.6500 | .01 .01 .01 .01 .01 45.9000 | .01 .01 .01 .01 .01 46.1500 | .01 .01 .01 .01 .01 46.4000 | .01 .01 .01 .01 .01 46.6500 | .01 .01 .01 .01 .01 46.9000 | .01 .01 .01 .01 .01 47.1500 | .01 .01 .01 .01 .01 47.4000 | .01 .01 .01 .01 .01 47.6500 | .01 .01 .01 .01 .01 47.9000 | .01 .01 .01 .01 .01 48.1500 | .01 .01 .01 .01 .01 48.4000 | .01 .01 .01 .01 .01 48.6500 | .01 .01 .01 .01 .01 48.9000 | .01 .01 .01 .01 .01 49.1500 | .01 .01 .01 .01 .01 49.4000 | .01 .01 .01 .01 .01 49.6500 | .01 .01 .01 .01 .01 49.9000 | .01 .01 .01 .01 .01 50.1500 | .01 .01 .01 .01 .01 50.4000 | .01 .01 .01 .01 .01 50.6500 | .01 .01 .01 .01 .01 50.9000 | .01 .01 .01 .01 .01 51.1500 | .01 .01 .01 .01 .01 51.4000 | .01 .01 .01 .01 .01 51.6500 | .01 .01 .01 .01 .01 51.9000 | .01 .01 .01 .01 .01 52.1500 | .01 .01 .01 .01 .01 52.4000 | .01 .01 .01 .01 .01 52.6500 | .01 .01 .01 .01 .01 52.9000 | .01 .01 .01 .01 .01 53.1500 | .01 .01 .01 .01 .01 53.4000 | .01 .01 .01 .01 .01 53.6500 | .01 .01 .01 .01 .01 53.9000 | .01 .01 .01 .01 .01 54.1500 | .01 .01 .01 .01 .01 54.4000 | .01 .01 .01 .01 .01 54.6500 | .01 .01 .01 .01 .01 54.9000 | .01 .01 .01 .01 .01 55.1500 | .01 .01 .01 .01 .01 55.4000 | .01 .01 .01 .01 .01 55.6500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.87 Name.... J5 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 55.9000 | .01 .01 .01 .00 .00 56.1500 | .00 .00 .00 .00 .00 56.4000 | .00 .00 .00 .00 .00 56.6500 | .00 .00 .00 .00 .00 56.9000 | .00 .00 .00 .00 .00 57.1500 | .00 .00 .00 .00 .00 57.4000 | .00 .00 .00 .00 .00 57.6500 | .00 .00 .00 .00 .00 57.9000 | .00 .00 .00 .00 .00 58.1500 | .00 .00 .00 .00 .00 58.4000 | .00 .00 .00 .00 .00 58.6500 | .00 .00 .00 .00 .00 58.9000 | .00 .00 .00 .00 .00 59.1500 | .00 .00 .00 .00 .00 59.4000 | .00 .00 .00 .00 .00 59.6500 | .00 .00 .00 .00 .00 59.9000 | .00 .00 .00 .00 .00 60.1500 | .00 .00 .00 .00 .00 60.4000 | .00 .00 .00 .00 .00 60.6500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.88 Name.... J6 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J6 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 20 BASIN4 IN ROUTE 20 15-Yr REACH 40 J5 REACH 40 15-Yr ========================================================================== INFLOWS TO: J6 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 20 15-Yr 90257 12.5000 9.10 REACH 40 15-Yr 10744640 12.9000 1101.42 TOTAL FLOW INTO: J6 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J6 15-Yr 10834890 12.9000 1109.91 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.89 Name.... J6 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = J6 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1109.91 cfs Time to Peak = 12.9000 hrs HYG Volume = 10834890 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.6000 | .00 .00 .00 .00 .00 4.8500 | .01 .01 .01 .03 .05 5.1000 | .07 .10 .12 .15 .17 5.3500 | .19 .22 .25 .27 .30 5.6000 | .33 .36 .39 .42 .45 5.8500 | .49 .52 .55 .59 .63 6.1000 | .66 .70 .74 .78 .82 6.3500 | .86 .91 .95 1.00 1.04 6.6000 | 1.09 1.14 1.18 1.23 1.28 6.8500 | 1.33 1.39 1.44 1.49 1.55 7.1000 | 1.60 1.66 1.72 1.78 1.84 7.3500 | 1.90 1.97 2.03 2.10 2.16 7.6000 | 2.23 2.30 2.38 2.45 2.53 7.8500 | 2.60 2.68 2.77 2.85 2.93 8.1000 | 3.02 3.11 3.20 3.29 3.38 8.3500 | 3.48 3.58 3.69 3.81 3.94 8.6000 | 4.09 4.24 4.42 4.72 5.01 8.8500 | 5.29 5.56 5.82 6.08 6.33 9.1000 | 6.59 6.86 7.13 7.41 7.71 9.3500 | 8.02 8.36 8.71 9.09 9.49 9.6000 | 9.92 10.36 10.83 11.33 11.85 9.8500 | 12.39 12.97 13.61 14.31 15.25 10.1000 | 16.18 17.13 18.08 19.05 20.05 10.3500 | 21.06 22.11 23.20 24.32 25.49 10.6000 | 26.71 28.01 29.55 31.22 32.92 10.8500 | 34.67 36.48 38.36 40.32 42.38 11.1000 | 44.52 46.80 49.50 52.34 55.29 11.3500 | 58.39 61.66 65.11 68.78 72.99 11.6000 | 77.62 82.71 88.59 95.78 105.59 11.8500 | 118.65 136.80 162.04 196.73 241.92 12.1000 | 298.28 364.80 437.47 512.37 586.42 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.90 Name.... J6 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.3500 | 657.77 725.56 789.54 850.04 906.63 12.6000 | 957.77 1003.35 1041.24 1071.18 1092.66 12.8500 | 1105.45 1109.91 1106.53 1096.03 1079.09 13.1000 | 1056.41 1029.47 998.64 964.77 929.42 13.3500 | 892.96 856.16 820.34 785.02 751.32 13.6000 | 719.14 688.13 659.18 631.27 604.44 13.8500 | 579.15 554.57 530.98 509.04 488.25 14.1000 | 468.54 450.27 432.83 416.31 400.90 14.3500 | 386.79 373.48 361.04 349.37 338.59 14.6000 | 328.39 318.53 309.01 299.76 290.76 14.8500 | 282.15 273.59 265.23 257.18 249.46 15.1000 | 242.15 235.32 228.72 222.38 216.39 15.3500 | 210.76 205.44 200.40 195.81 191.37 15.6000 | 187.11 183.02 179.10 175.37 171.83 15.8500 | 168.46 165.21 162.08 159.16 156.35 16.1000 | 153.60 150.95 148.38 145.90 143.51 16.3500 | 141.21 139.00 136.88 134.87 132.94 16.6000 | 131.08 129.27 127.52 125.85 124.28 16.8500 | 122.73 121.21 119.73 118.30 116.92 17.1000 | 115.59 114.31 113.08 111.90 110.75 17.3500 | 109.65 108.58 107.55 106.56 105.60 17.6000 | 104.67 103.78 102.93 102.10 101.29 17.8500 | 100.49 99.70 98.93 98.18 97.45 18.1000 | 96.73 96.02 95.36 94.71 94.06 18.3500 | 93.41 92.77 92.13 91.50 90.88 18.6000 | 90.26 89.65 89.04 88.44 87.84 18.8500 | 87.25 86.66 86.07 85.49 84.91 19.1000 | 84.33 83.76 83.20 82.64 82.09 19.3500 | 81.53 80.98 80.43 79.88 79.33 19.6000 | 78.77 78.22 77.67 77.12 76.56 19.8500 | 76.01 75.46 74.92 74.39 73.86 20.1000 | 73.33 72.80 72.28 71.75 71.22 20.3500 | 70.70 70.18 69.66 69.16 68.69 20.6000 | 68.22 67.74 67.27 66.80 66.34 20.8500 | 65.89 65.44 65.01 64.59 64.18 21.1000 | 63.78 63.39 63.02 62.66 62.32 21.3500 | 61.98 61.66 61.35 61.06 60.77 21.6000 | 60.50 60.24 59.99 59.75 59.52 21.8500 | 59.30 59.09 58.88 58.68 58.49 22.1000 | 58.31 58.13 57.96 57.79 57.63 22.3500 | 57.47 57.32 57.17 57.02 56.87 22.6000 | 56.73 56.60 56.46 56.33 56.20 22.8500 | 56.08 55.95 55.83 55.71 55.58 23.1000 | 55.46 55.35 55.23 55.11 54.99 23.3500 | 54.88 54.76 54.64 54.53 54.41 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.91 Name.... J6 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.6000 | 54.30 54.19 54.07 53.96 53.85 23.8500 | 53.74 53.62 53.51 53.40 53.29 24.1000 | 53.16 53.00 52.78 52.48 52.07 24.3500 | 51.56 50.94 50.24 49.47 48.62 24.6000 | 47.72 46.75 45.81 44.82 43.76 24.8500 | 42.63 41.39 40.07 38.70 37.31 25.1000 | 35.91 34.50 33.09 31.69 30.34 25.3500 | 29.04 27.84 26.75 25.63 24.51 25.6000 | 23.38 22.27 21.18 20.13 19.11 25.8500 | 18.13 17.19 16.31 15.52 14.78 26.1000 | 14.10 13.59 13.08 12.57 12.06 26.3500 | 11.56 11.07 10.58 10.11 9.65 26.6000 | 9.20 8.78 8.36 7.97 7.60 26.8500 | 7.25 6.92 6.60 6.31 6.03 27.1000 | 5.76 5.51 5.28 5.08 4.90 27.3500 | 4.73 4.58 4.45 4.35 4.28 27.6000 | 4.21 4.14 4.07 3.99 3.91 27.8500 | 3.84 3.76 3.68 3.60 3.53 28.1000 | 3.45 3.37 3.29 3.22 3.14 28.3500 | 3.07 2.99 2.92 2.85 2.78 28.6000 | 2.71 2.65 2.58 2.51 2.45 28.8500 | 2.39 2.33 2.27 2.21 2.16 29.1000 | 2.10 2.05 2.00 1.95 1.90 29.3500 | 1.85 1.81 1.76 1.72 1.68 29.6000 | 1.63 1.59 1.56 1.52 1.48 29.8500 | 1.45 1.41 1.38 1.35 1.31 30.1000 | 1.28 1.25 1.23 1.20 1.17 30.3500 | 1.14 1.12 1.09 1.07 1.05 30.6000 | 1.02 1.00 .98 .96 .94 30.8500 | .92 .90 .88 .86 .85 31.1000 | .83 .81 .80 .78 .76 31.3500 | .75 .73 .72 .71 .69 31.6000 | .68 .67 .65 .64 .63 31.8500 | .62 .60 .59 .58 .57 32.1000 | .56 .55 .54 .53 .52 32.3500 | .51 .50 .49 .48 .48 32.6000 | .47 .46 .45 .44 .44 32.8500 | .43 .42 .41 .41 .40 33.1000 | .39 .39 .38 .37 .37 33.3500 | .36 .35 .35 .34 .34 33.6000 | .33 .32 .32 .31 .31 33.8500 | .30 .30 .29 .29 .28 34.1000 | .28 .27 .27 .27 .26 34.3500 | .26 .25 .25 .24 .24 34.6000 | .24 .23 .23 .22 .22 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.92 Name.... J6 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.8500 | .22 .21 .21 .21 .20 35.1000 | .20 .20 .19 .19 .19 35.3500 | .18 .18 .18 .17 .17 35.6000 | .17 .17 .16 .16 .16 35.8500 | .16 .15 .15 .15 .15 36.1000 | .14 .14 .14 .14 .13 36.3500 | .13 .13 .13 .13 .12 36.6000 | .12 .12 .12 .12 .11 36.8500 | .11 .11 .11 .11 .10 37.1000 | .10 .10 .10 .10 .10 37.3500 | .09 .09 .09 .09 .09 37.6000 | .09 .09 .08 .08 .08 37.8500 | .08 .08 .08 .08 .08 38.1000 | .07 .07 .07 .07 .07 38.3500 | .07 .07 .07 .06 .06 38.6000 | .06 .06 .06 .06 .06 38.8500 | .06 .06 .06 .05 .05 39.1000 | .05 .05 .05 .05 .05 39.3500 | .05 .05 .05 .05 .05 39.6000 | .05 .04 .04 .04 .04 39.8500 | .04 .04 .04 .04 .04 40.1000 | .04 .04 .04 .04 .04 40.3500 | .04 .03 .03 .03 .03 40.6000 | .03 .03 .03 .03 .03 40.8500 | .03 .03 .03 .03 .03 41.1000 | .03 .03 .03 .03 .03 41.3500 | .03 .02 .02 .02 .02 41.6000 | .02 .02 .02 .02 .02 41.8500 | .02 .02 .02 .02 .02 42.1000 | .02 .02 .02 .02 .02 42.3500 | .02 .02 .02 .02 .02 42.6000 | .02 .02 .02 .02 .02 42.8500 | .02 .02 .01 .01 .01 43.1000 | .01 .01 .01 .01 .01 43.3500 | .01 .01 .01 .01 .01 43.6000 | .01 .01 .01 .01 .01 43.8500 | .01 .01 .01 .01 .01 44.1000 | .01 .01 .01 .01 .01 44.3500 | .01 .01 .01 .01 .01 44.6000 | .01 .01 .01 .01 .01 44.8500 | .01 .01 .01 .01 .01 45.1000 | .01 .01 .01 .01 .01 45.3500 | .01 .01 .01 .01 .01 45.6000 | .01 .01 .01 .01 .01 45.8500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.93 Name.... J6 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 46.1000 | .01 .01 .01 .01 .01 46.3500 | .01 .01 .01 .01 .01 46.6000 | .01 .01 .01 .01 .01 46.8500 | .01 .01 .01 .01 .01 47.1000 | .01 .01 .01 .01 .01 47.3500 | .01 .01 .01 .01 .01 47.6000 | .01 .01 .01 .01 .01 47.8500 | .01 .01 .01 .01 .01 48.1000 | .01 .01 .01 .01 .01 48.3500 | .01 .01 .01 .01 .01 48.6000 | .01 .01 .01 .01 .01 48.8500 | .01 .01 .01 .01 .01 49.1000 | .01 .01 .01 .01 .01 49.3500 | .01 .01 .01 .01 .01 49.6000 | .01 .01 .01 .01 .01 49.8500 | .01 .01 .01 .01 .01 50.1000 | .01 .01 .01 .01 .01 50.3500 | .01 .01 .01 .01 .01 50.6000 | .01 .01 .01 .01 .01 50.8500 | .01 .01 .01 .01 .01 51.1000 | .01 .01 .01 .01 .01 51.3500 | .01 .01 .01 .01 .01 51.6000 | .01 .01 .01 .01 .01 51.8500 | .01 .01 .01 .01 .01 52.1000 | .01 .01 .01 .01 .01 52.3500 | .01 .01 .01 .01 .01 52.6000 | .01 .01 .01 .01 .01 52.8500 | .01 .01 .01 .01 .01 53.1000 | .01 .01 .01 .01 .01 53.3500 | .01 .01 .01 .01 .01 53.6000 | .01 .01 .01 .01 .01 53.8500 | .01 .01 .01 .01 .01 54.1000 | .01 .01 .01 .01 .01 54.3500 | .01 .01 .01 .01 .01 54.6000 | .01 .01 .01 .01 .01 54.8500 | .01 .01 .01 .01 .01 55.1000 | .01 .01 .01 .01 .01 55.3500 | .01 .01 .01 .01 .01 55.6000 | .01 .01 .01 .01 .01 55.8500 | .01 .01 .01 .01 .01 56.1000 | .01 .01 .01 .01 .01 56.3500 | .01 .01 .01 .01 .01 56.6000 | .01 .01 .01 .01 .01 56.8500 | .01 .01 .01 .01 .01 57.1000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.94 Name.... J6 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 57.3500 | .01 .01 .01 .01 .01 57.6000 | .01 .01 .01 .01 .01 57.8500 | .01 .01 .01 .01 .01 58.1000 | .01 .01 .01 .01 .01 58.3500 | .01 .01 .01 .01 .01 58.6000 | .01 .01 .01 .01 .01 58.8500 | .01 .01 .01 .01 .01 59.1000 | .01 .01 .01 .01 .01 59.3500 | .01 .01 .01 .01 .01 59.6000 | .01 .01 .01 .01 .01 59.8500 | .01 .01 .01 .01 .01 60.1000 | .01 .01 .01 .01 .01 60.3500 | .01 .01 .01 .00 .00 60.6000 | .00 .00 .00 .00 .00 60.8500 | .00 .00 .00 .00 .00 61.1000 | .00 .00 .00 .00 .00 61.3500 | .00 .00 .00 .00 .00 61.6000 | .00 .00 .00 .00 .00 61.8500 | .00 .00 .00 .00 .00 62.1000 | .00 .00 .00 .00 .00 62.3500 | .00 .00 .00 .00 .00 62.6000 | .00 .00 .00 .00 .00 62.8500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.95 Name.... J6 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J6 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 20 BASIN4 IN ROUTE 20 25-yr REACH 40 J5 REACH 40 25-yr ========================================================================== INFLOWS TO: J6 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 20 25-yr 105179 12.5000 9.69 REACH 40 25-yr 12322370 12.9000 1262.38 TOTAL FLOW INTO: J6 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J6 25-yr 12427540 12.9000 1271.61 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.96 Name.... J6 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = J6 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1271.61 cfs Time to Peak = 12.9000 hrs HYG Volume = 12427540 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.2500 | .00 .00 .00 .00 .00 4.5000 | .01 .01 .01 .02 .04 4.7500 | .07 .09 .12 .14 .17 5.0000 | .19 .22 .25 .27 .30 5.2500 | .33 .37 .40 .43 .46 5.5000 | .50 .54 .57 .61 .65 5.7500 | .69 .73 .77 .82 .86 6.0000 | .91 .95 1.00 1.05 1.10 6.2500 | 1.15 1.20 1.25 1.30 1.36 6.5000 | 1.41 1.47 1.53 1.59 1.65 6.7500 | 1.71 1.77 1.83 1.90 1.97 7.0000 | 2.03 2.10 2.18 2.25 2.32 7.2500 | 2.40 2.48 2.56 2.64 2.73 7.5000 | 2.81 2.90 2.99 3.08 3.18 7.7500 | 3.27 3.37 3.47 3.58 3.69 8.0000 | 3.82 3.96 4.10 4.25 4.42 8.2500 | 4.72 4.99 5.24 5.48 5.72 8.5000 | 5.94 6.17 6.40 6.63 6.86 8.7500 | 7.11 7.36 7.64 7.93 8.25 9.0000 | 8.59 8.95 9.35 9.77 10.22 9.2500 | 10.70 11.20 11.73 12.29 12.89 9.5000 | 13.54 14.24 15.18 16.10 17.02 9.7500 | 17.94 18.86 19.78 20.73 21.69 10.0000 | 22.67 23.68 24.72 25.78 26.88 10.2500 | 28.05 29.41 30.88 32.35 33.85 10.5000 | 35.38 36.96 38.59 40.26 42.00 10.7500 | 43.80 45.67 47.72 50.06 52.46 11.0000 | 54.95 57.53 60.23 63.05 66.01 11.2500 | 69.11 72.63 76.38 80.30 84.45 11.5000 | 88.86 93.60 98.98 105.26 112.52 11.7500 | 121.37 133.06 149.19 171.01 201.30 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.97 Name.... J6 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.0000 | 242.08 294.92 360.58 436.62 518.80 12.2500 | 603.28 686.99 767.69 844.49 917.49 12.5000 | 986.43 1050.47 1108.75 1159.25 1201.57 12.7500 | 1233.94 1256.27 1268.73 1271.61 1265.54 13.0000 | 1251.42 1230.11 1202.38 1169.20 1132.46 13.2500 | 1092.61 1050.88 1009.01 966.95 926.21 13.5000 | 886.48 848.29 812.07 777.24 744.69 13.7500 | 713.63 684.06 656.49 629.96 604.71 14.0000 | 581.09 558.20 536.02 515.28 495.31 14.2500 | 476.18 458.25 441.50 425.56 410.35 14.5000 | 396.21 383.09 370.82 359.41 348.73 14.7500 | 338.90 329.62 320.74 312.29 304.22 15.0000 | 296.36 288.74 281.27 273.80 266.41 15.2500 | 259.22 252.28 245.58 239.32 233.28 15.5000 | 227.43 221.80 216.45 211.39 206.57 15.7500 | 201.96 197.67 193.57 189.57 185.71 16.0000 | 181.98 178.39 174.97 171.73 168.63 16.2500 | 165.66 162.80 160.10 157.56 155.07 16.5000 | 152.67 150.35 148.12 145.97 143.90 16.7500 | 141.89 139.96 138.11 136.34 134.65 17.0000 | 133.02 131.45 129.93 128.45 127.03 17.2500 | 125.70 124.43 123.18 121.96 120.78 17.5000 | 119.63 118.53 117.46 116.43 115.43 17.7500 | 114.47 113.54 112.64 111.76 110.90 18.0000 | 110.06 109.24 108.43 107.63 106.85 18.2500 | 106.09 105.33 104.59 103.87 103.17 18.5000 | 102.49 101.81 101.14 100.47 99.80 18.7500 | 99.13 98.45 97.77 97.09 96.41 19.0000 | 95.75 95.12 94.48 93.84 93.20 19.2500 | 92.56 91.92 91.28 90.64 90.00 19.5000 | 89.37 88.74 88.11 87.48 86.85 19.7500 | 86.22 85.59 84.97 84.34 83.73 20.0000 | 83.11 82.50 81.90 81.29 80.68 20.2500 | 80.08 79.48 78.88 78.28 77.69 20.5000 | 77.11 76.53 75.97 75.42 74.88 20.7500 | 74.37 73.87 73.39 72.91 72.45 21.0000 | 71.99 71.55 71.12 70.71 70.30 21.2500 | 69.91 69.54 69.19 68.86 68.54 21.5000 | 68.23 67.93 67.63 67.35 67.07 21.7500 | 66.81 66.56 66.31 66.08 65.85 22.0000 | 65.63 65.42 65.21 65.02 64.82 22.2500 | 64.64 64.46 64.28 64.11 63.94 22.5000 | 63.77 63.61 63.45 63.30 63.15 22.7500 | 63.00 62.85 62.70 62.56 62.42 23.0000 | 62.28 62.14 62.00 61.86 61.73 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.98 Name.... J6 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.2500 | 61.59 61.46 61.33 61.20 61.07 23.5000 | 60.94 60.81 60.68 60.55 60.43 23.7500 | 60.30 60.17 60.05 59.92 59.79 24.0000 | 59.67 59.54 59.40 59.21 58.97 24.2500 | 58.63 58.17 57.58 56.87 56.05 24.5000 | 55.13 54.13 53.05 51.91 50.71 24.7500 | 49.49 48.23 46.93 45.65 44.30 25.0000 | 42.85 41.34 39.79 38.21 36.63 25.2500 | 35.05 33.48 31.94 30.46 29.05 25.5000 | 27.75 26.58 25.40 24.22 23.04 25.7500 | 21.90 20.79 19.72 18.69 17.70 26.0000 | 16.78 15.93 15.15 14.43 13.83 26.2500 | 13.32 12.80 12.29 11.78 11.28 26.5000 | 10.79 10.31 9.84 9.39 8.95 26.7500 | 8.53 8.13 7.75 7.39 7.05 27.0000 | 6.73 6.43 6.14 5.87 5.62 27.2500 | 5.38 5.16 4.97 4.80 4.65 27.5000 | 4.51 4.38 4.31 4.24 4.17 27.7500 | 4.10 4.02 3.95 3.87 3.80 28.0000 | 3.72 3.64 3.56 3.48 3.41 28.2500 | 3.33 3.25 3.18 3.10 3.03 28.5000 | 2.96 2.89 2.81 2.75 2.68 28.7500 | 2.61 2.55 2.48 2.42 2.36 29.0000 | 2.30 2.24 2.19 2.13 2.08 29.2500 | 2.03 1.98 1.93 1.88 1.83 29.5000 | 1.79 1.74 1.70 1.66 1.62 29.7500 | 1.58 1.54 1.50 1.47 1.43 30.0000 | 1.40 1.37 1.34 1.31 1.28 30.2500 | 1.25 1.22 1.19 1.16 1.14 30.5000 | 1.11 1.09 1.06 1.04 1.02 30.7500 | 1.00 .98 .96 .94 .92 31.0000 | .90 .88 .86 .84 .83 31.2500 | .81 .79 .78 .76 .75 31.5000 | .73 .72 .70 .69 .68 31.7500 | .66 .65 .64 .63 .62 32.0000 | .60 .59 .58 .57 .56 32.2500 | .55 .54 .53 .52 .51 32.5000 | .50 .49 .48 .48 .47 32.7500 | .46 .45 .44 .44 .43 33.0000 | .42 .41 .41 .40 .39 33.2500 | .39 .38 .37 .37 .36 33.5000 | .35 .35 .34 .34 .33 33.7500 | .33 .32 .31 .31 .30 34.0000 | .30 .29 .29 .28 .28 34.2500 | .27 .27 .27 .26 .26 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.99 Name.... J6 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.5000 | .25 .25 .24 .24 .24 34.7500 | .23 .23 .22 .22 .22 35.0000 | .21 .21 .21 .20 .20 35.2500 | .20 .19 .19 .19 .18 35.5000 | .18 .18 .18 .17 .17 35.7500 | .17 .16 .16 .16 .16 36.0000 | .15 .15 .15 .15 .14 36.2500 | .14 .14 .14 .13 .13 36.5000 | .13 .13 .13 .12 .12 36.7500 | .12 .12 .12 .11 .11 37.0000 | .11 .11 .11 .10 .10 37.2500 | .10 .10 .10 .10 .10 37.5000 | .09 .09 .09 .09 .09 37.7500 | .09 .08 .08 .08 .08 38.0000 | .08 .08 .08 .08 .07 38.2500 | .07 .07 .07 .07 .07 38.5000 | .07 .07 .07 .06 .06 38.7500 | .06 .06 .06 .06 .06 39.0000 | .06 .06 .06 .05 .05 39.2500 | .05 .05 .05 .05 .05 39.5000 | .05 .05 .05 .05 .05 39.7500 | .04 .04 .04 .04 .04 40.0000 | .04 .04 .04 .04 .04 40.2500 | .04 .04 .04 .04 .04 40.5000 | .03 .03 .03 .03 .03 40.7500 | .03 .03 .03 .03 .03 41.0000 | .03 .03 .03 .03 .03 41.2500 | .03 .03 .03 .03 .03 41.5000 | .02 .02 .02 .02 .02 41.7500 | .02 .02 .02 .02 .02 42.0000 | .02 .02 .02 .02 .02 42.2500 | .02 .02 .02 .02 .02 42.5000 | .02 .02 .02 .02 .02 42.7500 | .02 .02 .02 .02 .02 43.0000 | .02 .01 .01 .01 .01 43.2500 | .01 .01 .01 .01 .01 43.5000 | .01 .01 .01 .01 .01 43.7500 | .01 .01 .01 .01 .01 44.0000 | .01 .01 .01 .01 .01 44.2500 | .01 .01 .01 .01 .01 44.5000 | .01 .01 .01 .01 .01 44.7500 | .01 .01 .01 .01 .01 45.0000 | .01 .01 .01 .01 .01 45.2500 | .01 .01 .01 .01 .01 45.5000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.100 Name.... J6 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.7500 | .01 .01 .01 .01 .01 46.0000 | .01 .01 .01 .01 .01 46.2500 | .01 .01 .01 .01 .01 46.5000 | .01 .01 .01 .01 .01 46.7500 | .01 .01 .01 .01 .01 47.0000 | .01 .01 .01 .01 .01 47.2500 | .01 .01 .01 .01 .01 47.5000 | .01 .01 .01 .01 .01 47.7500 | .01 .01 .01 .01 .01 48.0000 | .01 .01 .01 .01 .01 48.2500 | .01 .01 .01 .01 .01 48.5000 | .01 .01 .01 .01 .01 48.7500 | .01 .01 .01 .01 .01 49.0000 | .01 .01 .01 .01 .01 49.2500 | .01 .01 .01 .01 .01 49.5000 | .01 .01 .01 .01 .01 49.7500 | .01 .01 .01 .01 .01 50.0000 | .01 .01 .01 .01 .01 50.2500 | .01 .01 .01 .01 .01 50.5000 | .01 .01 .01 .01 .01 50.7500 | .01 .01 .01 .01 .01 51.0000 | .01 .01 .01 .01 .01 51.2500 | .01 .01 .01 .01 .01 51.5000 | .01 .01 .01 .01 .01 51.7500 | .01 .01 .01 .01 .01 52.0000 | .01 .01 .01 .01 .01 52.2500 | .01 .01 .01 .01 .01 52.5000 | .01 .01 .01 .01 .01 52.7500 | .01 .01 .01 .01 .01 53.0000 | .01 .01 .01 .01 .01 53.2500 | .01 .01 .01 .01 .01 53.5000 | .01 .01 .01 .01 .01 53.7500 | .01 .01 .01 .01 .01 54.0000 | .01 .01 .01 .01 .01 54.2500 | .01 .01 .01 .01 .01 54.5000 | .01 .01 .01 .01 .01 54.7500 | .01 .01 .01 .01 .01 55.0000 | .01 .01 .01 .01 .01 55.2500 | .01 .01 .01 .01 .01 55.5000 | .01 .01 .01 .01 .01 55.7500 | .01 .01 .01 .01 .01 56.0000 | .01 .01 .01 .01 .01 56.2500 | .01 .01 .01 .01 .01 56.5000 | .01 .01 .01 .01 .01 56.7500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.101 Name.... J6 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 57.0000 | .01 .01 .01 .01 .01 57.2500 | .01 .01 .01 .01 .01 57.5000 | .01 .01 .01 .01 .01 57.7500 | .01 .01 .01 .01 .01 58.0000 | .01 .01 .01 .01 .01 58.2500 | .01 .01 .01 .01 .01 58.5000 | .01 .01 .01 .01 .01 58.7500 | .01 .01 .01 .01 .01 59.0000 | .01 .01 .01 .01 .01 59.2500 | .01 .01 .01 .01 .01 59.5000 | .01 .01 .01 .01 .01 59.7500 | .01 .01 .01 .01 .01 60.0000 | .01 .01 .01 .01 .01 60.2500 | .01 .01 .01 .01 .01 60.5000 | .01 .01 .00 .00 .00 60.7500 | .00 .00 .00 .00 .00 61.0000 | .00 .00 .00 .00 .00 61.2500 | .00 .00 .00 .00 .00 61.5000 | .00 .00 .00 .00 .00 61.7500 | .00 .00 .00 .00 .00 62.0000 | .00 .00 .00 .00 .00 62.2500 | .00 .00 .00 .00 .00 62.5000 | .00 .00 .00 .00 .00 62.7500 | .00 .00 .00 .00 .00 63.0000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.102 Name.... J6 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: J6 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 20 BASIN4 IN ROUTE 20 100-yr REACH 40 J5 REACH 40 100-yr ========================================================================== INFLOWS TO: J6 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ROUTE 20 100-yr 145662 12.5500 10.96 REACH 40 100-yr 16545580 12.8500 1684.23 TOTAL FLOW INTO: J6 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- J6 100-yr 16691250 12.8500 1695.01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.103 Name.... J6 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = J6 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1695.01 cfs Time to Peak = 12.8500 hrs HYG Volume = 16691250 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6000 | .00 .00 .00 .00 .00 3.8500 | .01 .01 .01 .03 .06 4.1000 | .09 .11 .14 .17 .20 4.3500 | .23 .26 .29 .33 .36 4.6000 | .40 .44 .48 .51 .56 4.8500 | .60 .64 .69 .73 .78 5.1000 | .83 .88 .93 .98 1.04 5.3500 | 1.09 1.15 1.21 1.27 1.33 5.6000 | 1.39 1.45 1.52 1.58 1.65 5.8500 | 1.72 1.79 1.86 1.94 2.01 6.1000 | 2.09 2.17 2.26 2.34 2.43 6.3500 | 2.52 2.61 2.70 2.80 2.90 6.6000 | 3.00 3.10 3.21 3.32 3.43 6.8500 | 3.55 3.68 3.83 3.98 4.15 7.1000 | 4.32 4.59 4.91 5.20 5.48 7.3500 | 5.74 6.00 6.24 6.48 6.72 7.6000 | 6.96 7.20 7.45 7.71 7.98 7.8500 | 8.27 8.57 8.90 9.24 9.60 8.1000 | 9.97 10.37 10.79 11.23 11.69 8.3500 | 12.16 12.66 13.20 13.79 14.48 8.6000 | 15.32 16.16 17.01 17.87 18.74 8.8500 | 19.62 20.52 21.43 22.37 23.33 9.1000 | 24.32 25.33 26.38 27.46 28.62 9.3500 | 30.01 31.40 32.77 34.14 35.53 9.6000 | 36.92 38.32 39.73 41.15 42.59 9.8500 | 44.04 45.50 47.02 48.75 50.48 10.1000 | 52.23 54.00 55.79 57.62 59.50 10.3500 | 61.44 63.43 65.49 67.62 69.84 10.6000 | 72.33 74.90 77.53 80.22 83.01 10.8500 | 85.90 88.92 92.10 95.44 99.16 11.1000 | 103.13 107.29 111.67 116.29 121.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.104 Name.... J6 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.3500 | 126.40 132.29 138.63 145.39 152.65 11.6000 | 160.58 169.87 180.86 194.30 211.92 11.8500 | 235.33 266.92 309.57 366.38 439.09 12.1000 | 526.99 627.31 736.15 850.63 968.01 12.3500 | 1082.23 1188.01 1284.75 1373.57 1453.23 12.6000 | 1522.45 1581.63 1628.84 1663.72 1685.85 12.8500 | 1695.01 1691.77 1677.09 1652.16 1618.53 13.1000 | 1576.88 1528.68 1476.36 1420.52 1363.24 13.3500 | 1305.56 1248.74 1193.51 1140.47 1090.05 13.6000 | 1042.28 997.47 955.00 915.54 877.82 13.8500 | 842.61 809.54 778.19 749.09 721.27 14.1000 | 694.56 669.55 645.61 622.60 600.98 14.3500 | 580.71 561.36 542.95 525.88 509.74 14.6000 | 494.08 478.83 464.17 450.29 436.98 14.8500 | 424.26 412.07 400.51 389.43 378.83 15.1000 | 368.94 359.76 351.22 343.32 336.02 15.3500 | 329.04 322.38 316.05 310.03 304.29 15.6000 | 298.75 293.33 288.09 282.75 277.22 15.8500 | 271.53 265.74 259.95 254.19 248.51 16.1000 | 242.99 237.74 232.58 227.56 222.71 16.3500 | 218.08 213.70 209.53 205.54 201.73 16.6000 | 198.19 194.80 191.53 188.38 185.36 16.8500 | 182.45 179.67 177.01 174.50 172.11 17.1000 | 169.84 167.66 165.57 163.55 161.62 17.3500 | 159.84 158.11 156.42 154.79 153.23 17.6000 | 151.72 150.28 148.89 147.54 146.24 17.8500 | 144.98 143.76 142.57 141.40 140.27 18.1000 | 139.16 138.08 137.03 136.02 135.03 18.3500 | 134.05 133.09 132.14 131.20 130.27 18.6000 | 129.35 128.43 127.53 126.63 125.79 18.8500 | 124.93 124.07 123.21 122.35 121.49 19.1000 | 120.64 119.79 118.94 118.10 117.26 19.3500 | 116.43 115.60 114.79 113.98 113.17 19.6000 | 112.36 111.56 110.76 109.95 109.15 19.8500 | 108.36 107.56 106.76 105.96 105.17 20.1000 | 104.38 103.60 102.84 102.08 101.32 20.3500 | 100.56 99.81 99.05 98.29 97.53 20.6000 | 96.78 96.05 95.36 94.69 94.02 20.8500 | 93.37 92.73 92.10 91.50 90.91 21.1000 | 90.35 89.80 89.28 88.77 88.29 21.3500 | 87.82 87.38 86.95 86.54 86.15 21.6000 | 85.78 85.42 85.08 84.75 84.44 21.8500 | 84.13 83.85 83.57 83.30 83.05 22.1000 | 82.80 82.56 82.33 82.10 81.88 22.3500 | 81.66 81.45 81.24 81.04 80.84 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.105 Name.... J6 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6000 | 80.65 80.45 80.26 80.08 79.89 22.8500 | 79.71 79.53 79.35 79.18 79.00 23.1000 | 78.83 78.66 78.49 78.32 78.15 23.3500 | 77.99 77.82 77.66 77.49 77.33 23.6000 | 77.17 77.01 76.85 76.68 76.52 23.8500 | 76.36 76.20 76.04 75.89 75.72 24.1000 | 75.54 75.30 74.99 74.54 73.94 24.3500 | 73.16 72.21 71.11 69.88 68.55 24.6000 | 67.21 65.76 64.21 62.56 60.82 24.8500 | 59.00 57.11 55.15 53.10 51.00 25.1000 | 48.92 46.87 44.99 43.12 41.21 25.3500 | 39.29 37.39 35.51 33.68 31.92 25.6000 | 30.26 28.69 27.33 26.05 24.77 25.8500 | 23.52 22.30 21.13 20.00 18.92 26.1000 | 17.90 16.94 16.05 15.25 14.51 26.3500 | 13.88 13.36 12.84 12.32 11.81 26.6000 | 11.30 10.81 10.33 9.86 9.41 26.8500 | 8.97 8.55 8.15 7.77 7.41 27.1000 | 7.07 6.75 6.44 6.16 5.89 27.3500 | 5.63 5.39 5.18 4.99 4.81 27.6000 | 4.66 4.52 4.39 4.32 4.25 27.8500 | 4.18 4.11 4.03 3.96 3.88 28.1000 | 3.81 3.73 3.65 3.57 3.50 28.3500 | 3.42 3.34 3.27 3.19 3.12 28.6000 | 3.04 2.97 2.90 2.83 2.76 28.8500 | 2.70 2.63 2.56 2.50 2.44 29.1000 | 2.38 2.32 2.26 2.21 2.15 29.3500 | 2.10 2.05 2.00 1.95 1.90 29.6000 | 1.85 1.81 1.76 1.72 1.68 29.8500 | 1.64 1.60 1.56 1.53 1.49 30.1000 | 1.46 1.42 1.39 1.36 1.33 30.3500 | 1.30 1.27 1.24 1.21 1.18 30.6000 | 1.16 1.13 1.11 1.09 1.06 30.8500 | 1.04 1.02 1.00 .98 .95 31.1000 | .94 .92 .90 .88 .86 31.3500 | .84 .83 .81 .80 .78 31.6000 | .76 .75 .73 .72 .71 31.8500 | .69 .68 .67 .66 .64 32.1000 | .63 .62 .61 .60 .59 32.3500 | .58 .56 .55 .54 .53 32.6000 | .53 .52 .51 .50 .49 32.8500 | .48 .47 .46 .46 .45 33.1000 | .44 .43 .42 .42 .41 33.3500 | .40 .40 .39 .38 .38 33.6000 | .37 .36 .36 .35 .35 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.106 Name.... J6 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.8500 | .34 .33 .33 .32 .32 34.1000 | .31 .31 .30 .30 .29 34.3500 | .29 .28 .28 .27 .27 34.6000 | .26 .26 .26 .25 .25 34.8500 | .24 .24 .24 .23 .23 35.1000 | .22 .22 .22 .21 .21 35.3500 | .21 .20 .20 .20 .19 35.6000 | .19 .19 .18 .18 .18 35.8500 | .17 .17 .17 .17 .16 36.1000 | .16 .16 .16 .15 .15 36.3500 | .15 .15 .14 .14 .14 36.6000 | .14 .13 .13 .13 .13 36.8500 | .13 .12 .12 .12 .12 37.1000 | .12 .11 .11 .11 .11 37.3500 | .11 .10 .10 .10 .10 37.6000 | .10 .10 .09 .09 .09 37.8500 | .09 .09 .09 .09 .08 38.1000 | .08 .08 .08 .08 .08 38.3500 | .08 .08 .07 .07 .07 38.6000 | .07 .07 .07 .07 .07 38.8500 | .06 .06 .06 .06 .06 39.1000 | .06 .06 .06 .06 .06 39.3500 | .05 .05 .05 .05 .05 39.6000 | .05 .05 .05 .05 .05 39.8500 | .05 .05 .05 .04 .04 40.1000 | .04 .04 .04 .04 .04 40.3500 | .04 .04 .04 .04 .04 40.6000 | .04 .04 .04 .03 .03 40.8500 | .03 .03 .03 .03 .03 41.1000 | .03 .03 .03 .03 .03 41.3500 | .03 .03 .03 .03 .03 41.6000 | .03 .03 .03 .02 .02 41.8500 | .02 .02 .02 .02 .02 42.1000 | .02 .02 .02 .02 .02 42.3500 | .02 .02 .02 .02 .02 42.6000 | .02 .02 .02 .02 .02 42.8500 | .02 .02 .02 .02 .02 43.1000 | .02 .02 .02 .02 .01 43.3500 | .01 .01 .01 .01 .01 43.6000 | .01 .01 .01 .01 .01 43.8500 | .01 .01 .01 .01 .01 44.1000 | .01 .01 .01 .01 .01 44.3500 | .01 .01 .01 .01 .01 44.6000 | .01 .01 .01 .01 .01 44.8500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.107 Name.... J6 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.1000 | .01 .01 .01 .01 .01 45.3500 | .01 .01 .01 .01 .01 45.6000 | .01 .01 .01 .01 .01 45.8500 | .01 .01 .01 .01 .01 46.1000 | .01 .01 .01 .01 .01 46.3500 | .01 .01 .01 .01 .01 46.6000 | .01 .01 .01 .01 .01 46.8500 | .01 .01 .01 .01 .01 47.1000 | .01 .01 .01 .01 .01 47.3500 | .01 .01 .01 .01 .01 47.6000 | .01 .01 .01 .01 .01 47.8500 | .01 .01 .01 .01 .01 48.1000 | .01 .01 .01 .01 .01 48.3500 | .01 .01 .01 .01 .01 48.6000 | .01 .01 .01 .01 .01 48.8500 | .01 .01 .01 .01 .01 49.1000 | .01 .01 .01 .01 .01 49.3500 | .01 .01 .01 .01 .01 49.6000 | .01 .01 .01 .01 .01 49.8500 | .01 .01 .01 .01 .01 50.1000 | .01 .01 .01 .01 .01 50.3500 | .01 .01 .01 .01 .01 50.6000 | .01 .01 .01 .01 .01 50.8500 | .01 .01 .01 .01 .01 51.1000 | .01 .01 .01 .01 .01 51.3500 | .01 .01 .01 .01 .01 51.6000 | .01 .01 .01 .01 .01 51.8500 | .01 .01 .01 .01 .01 52.1000 | .01 .01 .01 .01 .01 52.3500 | .01 .01 .01 .01 .01 52.6000 | .01 .01 .01 .01 .01 52.8500 | .01 .01 .01 .01 .01 53.1000 | .01 .01 .01 .01 .01 53.3500 | .01 .01 .01 .01 .01 53.6000 | .01 .01 .01 .01 .01 53.8500 | .01 .01 .01 .01 .01 54.1000 | .01 .01 .01 .01 .01 54.3500 | .01 .01 .01 .01 .01 54.6000 | .01 .01 .01 .01 .01 54.8500 | .01 .01 .01 .01 .01 55.1000 | .01 .01 .01 .01 .01 55.3500 | .01 .01 .01 .01 .01 55.6000 | .01 .01 .01 .01 .01 55.8500 | .01 .01 .01 .01 .01 56.1000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.108 Name.... J6 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.3500 | .01 .01 .01 .01 .01 56.6000 | .01 .01 .01 .01 .01 56.8500 | .01 .01 .01 .01 .01 57.1000 | .01 .01 .01 .01 .01 57.3500 | .01 .01 .01 .01 .01 57.6000 | .01 .01 .01 .01 .01 57.8500 | .01 .01 .01 .01 .01 58.1000 | .01 .01 .01 .01 .01 58.3500 | .01 .01 .01 .01 .01 58.6000 | .01 .01 .01 .01 .01 58.8500 | .01 .01 .01 .01 .01 59.1000 | .01 .01 .01 .01 .01 59.3500 | .01 .01 .01 .01 .01 59.6000 | .01 .01 .01 .01 .01 59.8500 | .01 .01 .01 .01 .01 60.1000 | .01 .01 .01 .01 .01 60.3500 | .01 .01 .01 .01 .01 60.6000 | .01 .01 .01 .01 .01 60.8500 | .00 .00 .00 .00 .00 61.1000 | .00 .00 .00 .00 .00 61.3500 | .00 .00 .00 .00 .00 61.6000 | .00 .00 .00 .00 .00 61.8500 | .00 .00 .00 .00 .00 62.1000 | .00 .00 .00 .00 .00 62.3500 | .00 .00 .00 .00 .00 62.6000 | .00 .00 .00 .00 .00 62.8500 | .00 .00 .00 .00 .00 63.1000 | .00 .00 .00 .00 .00 63.3500 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.109 Name.... OUT1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT1 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 60 J6 REACH 60 15-Yr ADDLINK 110 BYPASS2 BYPASS2 15-Yr ========================================================================== INFLOWS TO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 60 15-Yr 10834840 13.0000 1098.82 BYPASS2 15-Yr 1339369 12.1500 345.44 TOTAL FLOW INTO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT1 15-Yr 12174200 12.9500 1146.02 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.110 Name.... OUT1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT1 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1146.02 cfs Time to Peak = 12.9500 hrs HYG Volume = 12174200 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.0500 | .00 .00 .00 .00 .00 5.3000 | .00 .01 .01 .01 .02 5.5500 | .04 .06 .08 .11 .13 5.8000 | .15 .18 .20 .23 .26 6.0500 | .28 .31 .34 .37 .40 6.3000 | .43 .46 .50 .53 .56 6.5500 | .60 .63 .67 .71 .75 6.8000 | .79 .83 .87 .91 .95 7.0500 | 1.00 1.04 1.09 1.13 1.18 7.3000 | 1.23 1.28 1.33 1.38 1.44 7.5500 | 1.49 1.55 1.61 1.69 1.77 7.8000 | 1.86 1.95 2.06 2.17 2.28 8.0500 | 2.40 2.52 2.64 2.77 2.91 8.3000 | 3.05 3.19 3.34 3.49 3.66 8.5500 | 3.83 4.01 4.19 4.39 4.60 8.8000 | 4.82 5.07 5.33 5.60 5.88 9.0500 | 6.17 6.48 6.91 7.38 7.84 9.3000 | 8.29 8.73 9.17 9.60 10.04 9.5500 | 10.49 10.95 11.43 11.92 12.45 9.8000 | 13.00 13.59 14.21 14.86 15.56 10.0500 | 16.31 17.14 18.02 18.96 20.01 10.3000 | 21.28 22.56 23.87 25.21 26.58 10.5500 | 27.98 29.44 30.95 32.54 34.25 10.8000 | 36.07 38.01 40.22 42.59 45.02 11.0500 | 47.53 50.15 52.90 55.85 59.06 11.3000 | 62.53 66.46 70.73 75.23 80.05 11.5500 | 85.60 92.64 102.28 116.28 135.85 11.8000 | 162.84 200.52 253.19 320.54 396.90 12.0500 | 471.39 536.32 587.57 626.32 657.26 12.3000 | 687.16 721.14 761.55 807.69 856.47 12.5500 | 905.53 952.90 997.99 1038.56 1074.06 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.111 Name.... OUT1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.8000 | 1102.85 1124.86 1139.34 1146.02 1145.20 13.0500 | 1137.33 1122.94 1102.83 1078.03 1049.41 13.3000 | 1017.55 983.40 948.40 912.46 876.49 13.5500 | 841.37 806.88 773.78 742.01 711.41 13.8000 | 682.53 654.66 627.81 602.49 578.00 14.0500 | 554.58 532.81 511.97 492.17 473.66 14.3000 | 456.22 439.73 424.22 410.00 396.60 14.5500 | 383.95 372.04 360.83 350.41 340.30 14.8000 | 330.48 320.96 311.72 302.91 294.35 15.0500 | 285.96 277.81 269.98 262.48 255.45 15.3000 | 248.75 242.29 236.11 230.19 224.59 15.5500 | 219.30 214.28 209.67 205.19 200.86 15.8000 | 196.70 192.70 188.87 185.18 181.65 16.0500 | 178.28 175.03 172.01 169.12 166.31 16.3000 | 163.58 160.95 158.40 155.96 153.61 16.5500 | 151.35 149.19 147.10 145.09 143.15 16.8000 | 141.29 139.50 137.77 136.17 134.60 17.0500 | 133.06 131.56 130.09 128.67 127.29 17.3000 | 125.96 124.66 123.41 122.20 121.02 17.5500 | 119.89 118.79 117.72 116.69 115.70 17.8000 | 114.74 113.81 112.89 112.00 111.12 18.0500 | 110.27 109.43 108.61 107.80 107.03 18.3000 | 106.27 105.52 104.80 104.11 103.42 18.5500 | 102.72 102.03 101.34 100.65 99.97 18.8000 | 99.29 98.62 97.95 97.28 96.61 19.0500 | 95.95 95.30 94.64 94.00 93.36 19.3000 | 92.72 92.08 91.45 90.82 90.20 19.5500 | 89.57 88.95 88.33 87.70 87.08 19.8000 | 86.46 85.84 85.21 84.59 83.98 20.0500 | 83.36 82.76 82.16 81.57 80.98 20.3000 | 80.41 79.84 79.28 78.73 78.19 20.5500 | 77.65 77.14 76.62 76.12 75.65 20.8000 | 75.19 74.73 74.26 73.80 73.35 21.0500 | 72.90 72.46 72.03 71.61 71.20 21.3000 | 70.79 70.41 70.03 69.67 69.31 21.5500 | 68.97 68.65 68.33 68.03 67.73 21.8000 | 67.45 67.18 66.92 66.67 66.43 22.0500 | 66.20 65.97 65.75 65.54 65.34 22.3000 | 65.14 64.95 64.76 64.58 64.41 22.5500 | 64.23 64.07 63.90 63.74 63.58 22.8000 | 63.43 63.28 63.13 62.99 62.85 23.0500 | 62.71 62.57 62.43 62.29 62.16 23.3000 | 62.02 61.89 61.76 61.63 61.50 23.5500 | 61.37 61.24 61.11 60.98 60.85 23.8000 | 60.72 60.60 60.47 60.34 60.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.112 Name.... OUT1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.0500 | 59.97 59.59 58.98 58.13 57.13 24.3000 | 56.09 55.06 54.10 53.21 52.36 24.5500 | 51.53 50.69 49.82 48.93 48.03 24.8000 | 47.09 46.16 45.23 44.22 43.14 25.0500 | 41.99 40.79 39.54 38.25 36.94 25.3000 | 35.62 34.30 32.99 31.72 30.48 25.5500 | 29.28 28.11 27.10 26.07 25.04 25.8000 | 24.01 22.98 21.96 20.97 20.01 26.0500 | 19.08 18.19 17.36 16.60 15.88 26.3000 | 15.20 14.55 13.97 13.51 13.04 26.5500 | 12.58 12.12 11.66 11.20 10.76 26.8000 | 10.32 9.89 9.48 9.08 8.69 27.0500 | 8.32 7.97 7.62 7.30 6.98 27.3000 | 6.69 6.42 6.16 5.92 5.69 27.5500 | 5.49 5.31 5.14 4.99 4.85 27.8000 | 4.71 4.59 4.47 4.37 4.31 28.0500 | 4.26 4.20 4.14 4.07 4.01 28.3000 | 3.95 3.88 3.82 3.75 3.68 28.5500 | 3.62 3.55 3.48 3.41 3.35 28.8000 | 3.28 3.21 3.15 3.08 3.02 29.0500 | 2.95 2.89 2.83 2.76 2.70 29.3000 | 2.64 2.58 2.53 2.47 2.41 29.5500 | 2.36 2.30 2.25 2.20 2.15 29.8000 | 2.10 2.05 2.00 1.95 1.91 30.0500 | 1.86 1.82 1.78 1.74 1.69 30.3000 | 1.66 1.62 1.58 1.54 1.51 30.5500 | 1.47 1.44 1.41 1.37 1.34 30.8000 | 1.31 1.28 1.25 1.23 1.20 31.0500 | 1.17 1.15 1.12 1.10 1.07 31.3000 | 1.05 1.03 1.00 .98 .96 31.5500 | .94 .92 .90 .88 .87 31.8000 | .85 .83 .81 .80 .78 32.0500 | .76 .75 .73 .72 .71 32.3000 | .69 .68 .66 .65 .64 32.5500 | .63 .61 .60 .59 .58 32.8000 | .57 .56 .55 .54 .53 33.0500 | .52 .51 .50 .49 .48 33.3000 | .47 .46 .46 .45 .44 33.5500 | .43 .42 .42 .41 .40 33.8000 | .40 .39 .38 .38 .37 34.0500 | .36 .36 .35 .34 .34 34.3000 | .33 .33 .32 .32 .31 34.5500 | .30 .30 .29 .29 .28 34.8000 | .28 .28 .27 .27 .26 35.0500 | .26 .25 .25 .24 .24 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.113 Name.... OUT1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 35.3000 | .24 .23 .23 .22 .22 35.5500 | .22 .21 .21 .21 .20 35.8000 | .20 .20 .19 .19 .19 36.0500 | .18 .18 .18 .17 .17 36.3000 | .17 .17 .16 .16 .16 36.5500 | .16 .15 .15 .15 .15 36.8000 | .14 .14 .14 .14 .13 37.0500 | .13 .13 .13 .13 .12 37.3000 | .12 .12 .12 .12 .11 37.5500 | .11 .11 .11 .11 .10 37.8000 | .10 .10 .10 .10 .10 38.0500 | .09 .09 .09 .09 .09 38.3000 | .09 .09 .08 .08 .08 38.5500 | .08 .08 .08 .08 .08 38.8000 | .07 .07 .07 .07 .07 39.0500 | .07 .07 .07 .06 .06 39.3000 | .06 .06 .06 .06 .06 39.5500 | .06 .06 .06 .05 .05 39.8000 | .05 .05 .05 .05 .05 40.0500 | .05 .05 .05 .05 .05 40.3000 | .05 .04 .04 .04 .04 40.5500 | .04 .04 .04 .04 .04 40.8000 | .04 .04 .04 .04 .04 41.0500 | .04 .03 .03 .03 .03 41.3000 | .03 .03 .03 .03 .03 41.5500 | .03 .03 .03 .03 .03 41.8000 | .03 .03 .03 .03 .03 42.0500 | .03 .02 .02 .02 .02 42.3000 | .02 .02 .02 .02 .02 42.5500 | .02 .02 .02 .02 .02 42.8000 | .02 .02 .02 .02 .02 43.0500 | .02 .02 .02 .02 .02 43.3000 | .02 .02 .02 .02 .02 43.5500 | .02 .02 .01 .01 .01 43.8000 | .01 .01 .01 .01 .01 44.0500 | .01 .01 .01 .01 .01 44.3000 | .01 .01 .01 .01 .01 44.5500 | .01 .01 .01 .01 .01 44.8000 | .01 .01 .01 .01 .01 45.0500 | .01 .01 .01 .01 .01 45.3000 | .01 .01 .01 .01 .01 45.5500 | .01 .01 .01 .01 .01 45.8000 | .01 .01 .01 .01 .01 46.0500 | .01 .01 .01 .01 .01 46.3000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.114 Name.... OUT1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 46.5500 | .01 .01 .01 .01 .01 46.8000 | .01 .01 .01 .01 .01 47.0500 | .01 .01 .01 .01 .01 47.3000 | .01 .01 .01 .01 .01 47.5500 | .01 .01 .01 .01 .01 47.8000 | .01 .01 .01 .01 .01 48.0500 | .01 .01 .01 .01 .01 48.3000 | .01 .01 .01 .01 .01 48.5500 | .01 .01 .01 .01 .01 48.8000 | .01 .01 .01 .01 .01 49.0500 | .01 .01 .01 .01 .01 49.3000 | .01 .01 .01 .01 .01 49.5500 | .01 .01 .01 .01 .01 49.8000 | .01 .01 .01 .01 .01 50.0500 | .01 .01 .01 .01 .01 50.3000 | .01 .01 .01 .01 .01 50.5500 | .01 .01 .01 .01 .01 50.8000 | .01 .01 .01 .01 .01 51.0500 | .01 .01 .01 .01 .01 51.3000 | .01 .01 .01 .01 .01 51.5500 | .01 .01 .01 .01 .01 51.8000 | .01 .01 .01 .01 .01 52.0500 | .01 .01 .01 .01 .01 52.3000 | .01 .01 .01 .01 .01 52.5500 | .01 .01 .01 .01 .01 52.8000 | .01 .01 .01 .01 .01 53.0500 | .01 .01 .01 .01 .01 53.3000 | .01 .01 .01 .01 .01 53.5500 | .01 .01 .01 .01 .01 53.8000 | .01 .01 .01 .01 .01 54.0500 | .01 .01 .01 .01 .01 54.3000 | .01 .01 .01 .01 .01 54.5500 | .01 .01 .01 .01 .01 54.8000 | .01 .01 .01 .01 .01 55.0500 | .01 .01 .01 .01 .01 55.3000 | .01 .01 .01 .01 .01 55.5500 | .01 .01 .01 .01 .01 55.8000 | .01 .01 .01 .01 .01 56.0500 | .01 .01 .01 .01 .01 56.3000 | .01 .01 .01 .01 .01 56.5500 | .01 .01 .01 .01 .01 56.8000 | .01 .01 .01 .01 .01 57.0500 | .01 .01 .01 .01 .01 57.3000 | .01 .01 .01 .01 .01 57.5500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.115 Name.... OUT1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 57.8000 | .01 .01 .01 .01 .01 58.0500 | .01 .01 .01 .01 .01 58.3000 | .01 .01 .01 .01 .01 58.5500 | .01 .01 .01 .01 .01 58.8000 | .01 .01 .01 .01 .01 59.0500 | .01 .01 .01 .01 .01 59.3000 | .01 .01 .01 .01 .01 59.5500 | .01 .01 .01 .01 .01 59.8000 | .01 .01 .01 .01 .01 60.0500 | .01 .01 .01 .01 .01 60.3000 | .01 .01 .01 .01 .01 60.5500 | .01 .01 .01 .01 .01 60.8000 | .01 .01 .01 .01 .01 61.0500 | .01 .01 .01 .01 .01 61.3000 | .01 .01 .01 .01 .01 61.5500 | .01 .01 .01 .01 .01 61.8000 | .01 .01 .01 .01 .01 62.0500 | .01 .01 .01 .01 .01 62.3000 | .01 .01 .01 .01 .01 62.5500 | .01 .01 .01 .01 .01 62.8000 | .01 .01 .01 .01 .01 63.0500 | .01 .01 .01 .01 .01 63.3000 | .01 .01 .01 .01 .01 63.5500 | .01 .01 .01 .01 .01 63.8000 | .01 .01 .01 .01 .01 64.0500 | .01 .01 .01 .01 .01 64.3000 | .01 .01 .01 .01 .01 64.5500 | .01 .01 .00 .00 .00 64.8000 | .00 .00 .00 .00 .00 65.0500 | .00 .00 .00 .00 .00 65.3000 | .00 .00 .00 .00 .00 65.5500 | .00 .00 .00 .00 .00 65.8000 | .00 .00 .00 .00 .00 66.0500 | .00 .00 .00 .00 .00 66.3000 | .00 .00 .00 .00 .00 66.5500 | .00 .00 .00 .00 .00 66.8000 | .00 .00 .00 .00 .00 67.0500 | .00 .00 .00 .00 .00 67.3000 | .00 .00 .00 .00 .00 67.5500 | .00 .00 .00 .00 .00 67.8000 | .00 .00 .00 .00 .00 68.0500 | .00 .00 .00 .00 .00 68.3000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.116 Name.... OUT1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT1 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 60 J6 REACH 60 25-yr ADDLINK 110 BYPASS2 BYPASS2 25-yr ========================================================================== INFLOWS TO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 60 25-yr 12427500 12.9500 1258.76 BYPASS2 25-yr 1540566 12.1500 397.19 TOTAL FLOW INTO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT1 25-yr 13968060 12.9500 1314.59 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.117 Name.... OUT1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT1 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1314.59 cfs Time to Peak = 12.9500 hrs HYG Volume = 13968060 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.7500 | .00 .00 .00 .00 .00 5.0000 | .01 .01 .01 .02 .04 5.2500 | .06 .08 .11 .13 .15 5.5000 | .18 .21 .23 .26 .29 5.7500 | .32 .35 .38 .41 .44 6.0000 | .48 .51 .55 .59 .62 6.2500 | .66 .70 .74 .78 .83 6.5000 | .87 .91 .96 1.00 1.05 6.7500 | 1.10 1.15 1.20 1.25 1.30 7.0000 | 1.36 1.41 1.47 1.54 1.61 7.2500 | 1.68 1.77 1.87 1.98 2.09 7.5000 | 2.21 2.33 2.46 2.59 2.72 7.7500 | 2.86 3.00 3.14 3.28 3.43 8.0000 | 3.58 3.74 3.90 4.07 4.24 8.2500 | 4.43 4.64 4.86 5.10 5.35 8.5000 | 5.61 5.88 6.16 6.51 6.96 8.7500 | 7.40 7.84 8.27 8.70 9.15 9.0000 | 9.60 10.06 10.53 11.01 11.51 9.2500 | 12.03 12.55 13.09 13.64 14.22 9.5000 | 14.81 15.43 16.10 16.84 17.63 9.7500 | 18.47 19.39 20.55 21.72 22.91 10.0000 | 24.11 25.33 26.57 27.84 29.14 10.2500 | 30.49 31.90 33.39 34.97 36.62 10.5000 | 38.48 40.46 42.47 44.52 46.64 10.7500 | 48.83 51.10 53.47 55.98 58.65 11.0000 | 61.47 64.68 68.00 71.47 75.13 11.2500 | 79.01 83.17 87.67 92.50 97.95 11.5000 | 103.80 110.46 118.85 130.34 146.65 11.7500 | 170.00 202.04 246.52 308.05 386.62 12.0000 | 475.33 561.83 637.18 696.98 741.80 12.2500 | 777.01 810.57 848.58 893.85 945.45 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.118 Name.... OUT1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.5000 | 1000.15 1055.45 1108.86 1158.61 1203.84 12.7500 | 1242.28 1273.46 1295.93 1309.66 1314.59 13.0000 | 1311.04 1299.56 1280.79 1255.46 1224.68 13.2500 | 1189.71 1151.91 1111.74 1070.60 1029.36 13.5000 | 988.16 948.26 909.28 871.78 836.09 13.7500 | 801.79 769.50 738.67 709.21 681.64 14.0000 | 655.13 629.75 605.90 582.82 560.66 14.2500 | 539.81 519.88 500.87 482.92 466.19 14.5000 | 450.17 434.99 420.75 407.70 395.32 14.7500 | 383.67 372.73 362.47 352.99 343.88 15.0000 | 335.12 326.65 318.44 310.43 302.81 15.2500 | 295.25 287.79 280.48 273.39 266.56 15.5000 | 259.99 253.85 247.86 242.07 236.49 15.7500 | 231.14 226.02 221.14 216.47 212.13 16.0000 | 207.93 203.84 199.88 196.06 192.40 16.2500 | 188.90 185.55 182.35 179.32 176.42 16.5000 | 173.69 171.14 168.65 166.22 163.87 16.7500 | 161.60 159.39 157.26 155.20 153.23 17.0000 | 151.32 149.49 147.72 146.02 144.37 17.2500 | 142.78 141.25 139.79 138.37 137.07 17.5000 | 135.79 134.53 133.30 132.10 130.93 17.7500 | 129.79 128.69 127.63 126.59 125.57 18.0000 | 124.59 123.62 122.68 121.75 120.85 18.2500 | 119.96 119.08 118.22 117.38 116.55 18.5000 | 115.74 114.94 114.16 113.39 112.62 18.7500 | 111.86 111.11 110.35 109.59 108.84 19.0000 | 108.08 107.34 106.60 105.87 105.15 19.2500 | 104.46 103.77 103.07 102.37 101.66 19.5000 | 100.96 100.25 99.54 98.83 98.12 19.7500 | 97.41 96.70 96.00 95.29 94.59 20.0000 | 93.89 93.19 92.50 91.81 91.14 20.2500 | 90.47 89.81 89.16 88.52 87.89 20.5000 | 87.27 86.65 86.04 85.44 84.86 20.7500 | 84.28 83.72 83.18 82.65 82.13 21.0000 | 81.62 81.13 80.65 80.18 79.72 21.2500 | 79.27 78.84 78.42 78.02 77.64 21.5000 | 77.27 76.92 76.57 76.27 75.96 21.7500 | 75.66 75.37 75.08 74.80 74.53 22.0000 | 74.27 74.02 73.77 73.53 73.30 22.2500 | 73.07 72.86 72.64 72.44 72.24 22.5000 | 72.04 71.85 71.66 71.48 71.30 22.7500 | 71.12 70.95 70.78 70.61 70.44 23.0000 | 70.28 70.12 69.96 69.80 69.65 23.2500 | 69.49 69.34 69.19 69.04 68.89 23.5000 | 68.74 68.59 68.44 68.30 68.15 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.119 Name.... OUT1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.7500 | 68.01 67.87 67.72 67.58 67.44 24.0000 | 67.27 67.02 66.59 65.91 64.96 24.2500 | 63.84 62.67 61.52 60.44 59.43 24.5000 | 58.46 57.50 56.52 55.50 54.45 24.7500 | 53.36 52.24 51.07 49.88 48.65 25.0000 | 47.38 46.10 44.86 43.55 42.18 25.2500 | 40.76 39.31 37.84 36.36 34.88 25.5000 | 33.44 32.04 30.69 29.38 28.11 25.7500 | 27.04 25.95 24.86 23.79 22.72 26.0000 | 21.67 20.66 19.68 18.75 17.87 26.2500 | 17.05 16.29 15.58 14.90 14.26 26.5000 | 13.75 13.28 12.81 12.34 11.87 26.7500 | 11.41 10.96 10.52 10.08 9.66 27.0000 | 9.26 8.86 8.48 8.12 7.77 27.2500 | 7.44 7.12 6.82 6.53 6.27 27.5000 | 6.02 5.79 5.57 5.38 5.21 27.7500 | 5.05 4.91 4.77 4.64 4.52 28.0000 | 4.41 4.34 4.28 4.22 4.16 28.2500 | 4.10 4.04 3.98 3.91 3.85 28.5000 | 3.78 3.71 3.65 3.58 3.51 28.7500 | 3.45 3.38 3.31 3.25 3.18 29.0000 | 3.11 3.05 2.98 2.92 2.86 29.2500 | 2.80 2.73 2.67 2.61 2.56 29.5000 | 2.50 2.44 2.39 2.33 2.28 29.7500 | 2.23 2.17 2.12 2.07 2.03 30.0000 | 1.98 1.93 1.89 1.84 1.80 30.2500 | 1.76 1.72 1.68 1.64 1.60 30.5000 | 1.57 1.53 1.49 1.46 1.43 30.7500 | 1.39 1.36 1.33 1.30 1.27 31.0000 | 1.25 1.22 1.19 1.16 1.14 31.2500 | 1.11 1.09 1.07 1.04 1.02 31.5000 | 1.00 .98 .96 .94 .92 31.7500 | .90 .88 .86 .84 .83 32.0000 | .81 .79 .78 .76 .75 32.2500 | .73 .72 .70 .69 .68 32.5000 | .66 .65 .64 .63 .61 32.7500 | .60 .59 .58 .57 .56 33.0000 | .55 .54 .53 .52 .51 33.2500 | .50 .49 .48 .47 .46 33.5000 | .46 .45 .44 .43 .42 33.7500 | .42 .41 .40 .40 .39 34.0000 | .38 .38 .37 .36 .36 34.2500 | .35 .34 .34 .33 .33 34.5000 | .32 .32 .31 .31 .30 34.7500 | .29 .29 .29 .28 .28 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.120 Name.... OUT1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 35.0000 | .27 .27 .26 .26 .25 35.2500 | .25 .24 .24 .24 .23 35.5000 | .23 .23 .22 .22 .21 35.7500 | .21 .21 .20 .20 .20 36.0000 | .19 .19 .19 .18 .18 36.2500 | .18 .18 .17 .17 .17 36.5000 | .16 .16 .16 .16 .15 36.7500 | .15 .15 .15 .14 .14 37.0000 | .14 .14 .13 .13 .13 37.2500 | .13 .13 .12 .12 .12 37.5000 | .12 .12 .11 .11 .11 37.7500 | .11 .11 .10 .10 .10 38.0000 | .10 .10 .10 .09 .09 38.2500 | .09 .09 .09 .09 .09 38.5000 | .08 .08 .08 .08 .08 38.7500 | .08 .08 .08 .07 .07 39.0000 | .07 .07 .07 .07 .07 39.2500 | .07 .06 .06 .06 .06 39.5000 | .06 .06 .06 .06 .06 39.7500 | .06 .06 .05 .05 .05 40.0000 | .05 .05 .05 .05 .05 40.2500 | .05 .05 .05 .05 .04 40.5000 | .04 .04 .04 .04 .04 40.7500 | .04 .04 .04 .04 .04 41.0000 | .04 .04 .04 .04 .03 41.2500 | .03 .03 .03 .03 .03 41.5000 | .03 .03 .03 .03 .03 41.7500 | .03 .03 .03 .03 .03 42.0000 | .03 .03 .03 .03 .02 42.2500 | .02 .02 .02 .02 .02 42.5000 | .02 .02 .02 .02 .02 42.7500 | .02 .02 .02 .02 .02 43.0000 | .02 .02 .02 .02 .02 43.2500 | .02 .02 .02 .02 .02 43.5000 | .02 .02 .02 .02 .02 43.7500 | .02 .01 .01 .01 .01 44.0000 | .01 .01 .01 .01 .01 44.2500 | .01 .01 .01 .01 .01 44.5000 | .01 .01 .01 .01 .01 44.7500 | .01 .01 .01 .01 .01 45.0000 | .01 .01 .01 .01 .01 45.2500 | .01 .01 .01 .01 .01 45.5000 | .01 .01 .01 .01 .01 45.7500 | .01 .01 .01 .01 .01 46.0000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.121 Name.... OUT1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 46.2500 | .01 .01 .01 .01 .01 46.5000 | .01 .01 .01 .01 .01 46.7500 | .01 .01 .01 .01 .01 47.0000 | .01 .01 .01 .01 .01 47.2500 | .01 .01 .01 .01 .01 47.5000 | .01 .01 .01 .01 .01 47.7500 | .01 .01 .01 .01 .01 48.0000 | .01 .01 .01 .01 .01 48.2500 | .01 .01 .01 .01 .01 48.5000 | .01 .01 .01 .01 .01 48.7500 | .01 .01 .01 .01 .01 49.0000 | .01 .01 .01 .01 .01 49.2500 | .01 .01 .01 .01 .01 49.5000 | .01 .01 .01 .01 .01 49.7500 | .01 .01 .01 .01 .01 50.0000 | .01 .01 .01 .01 .01 50.2500 | .01 .01 .01 .01 .01 50.5000 | .01 .01 .01 .01 .01 50.7500 | .01 .01 .01 .01 .01 51.0000 | .01 .01 .01 .01 .01 51.2500 | .01 .01 .01 .01 .01 51.5000 | .01 .01 .01 .01 .01 51.7500 | .01 .01 .01 .01 .01 52.0000 | .01 .01 .01 .01 .01 52.2500 | .01 .01 .01 .01 .01 52.5000 | .01 .01 .01 .01 .01 52.7500 | .01 .01 .01 .01 .01 53.0000 | .01 .01 .01 .01 .01 53.2500 | .01 .01 .01 .01 .01 53.5000 | .01 .01 .01 .01 .01 53.7500 | .01 .01 .01 .01 .01 54.0000 | .01 .01 .01 .01 .01 54.2500 | .01 .01 .01 .01 .01 54.5000 | .01 .01 .01 .01 .01 54.7500 | .01 .01 .01 .01 .01 55.0000 | .01 .01 .01 .01 .01 55.2500 | .01 .01 .01 .01 .01 55.5000 | .01 .01 .01 .01 .01 55.7500 | .01 .01 .01 .01 .01 56.0000 | .01 .01 .01 .01 .01 56.2500 | .01 .01 .01 .01 .01 56.5000 | .01 .01 .01 .01 .01 56.7500 | .01 .01 .01 .01 .01 57.0000 | .01 .01 .01 .01 .01 57.2500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.122 Name.... OUT1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 57.5000 | .01 .01 .01 .01 .01 57.7500 | .01 .01 .01 .01 .01 58.0000 | .01 .01 .01 .01 .01 58.2500 | .01 .01 .01 .01 .01 58.5000 | .01 .01 .01 .01 .01 58.7500 | .01 .01 .01 .01 .01 59.0000 | .01 .01 .01 .01 .01 59.2500 | .01 .01 .01 .01 .01 59.5000 | .01 .01 .01 .01 .01 59.7500 | .01 .01 .01 .01 .01 60.0000 | .01 .01 .01 .01 .01 60.2500 | .01 .01 .01 .01 .01 60.5000 | .01 .01 .01 .01 .01 60.7500 | .01 .01 .01 .01 .01 61.0000 | .01 .01 .01 .01 .01 61.2500 | .01 .01 .01 .01 .01 61.5000 | .01 .01 .01 .01 .01 61.7500 | .01 .01 .01 .01 .01 62.0000 | .01 .01 .01 .01 .01 62.2500 | .01 .01 .01 .01 .01 62.5000 | .01 .01 .01 .01 .01 62.7500 | .01 .01 .01 .01 .01 63.0000 | .01 .01 .01 .01 .01 63.2500 | .01 .01 .01 .01 .01 63.5000 | .01 .01 .01 .01 .01 63.7500 | .01 .01 .01 .01 .01 64.0000 | .01 .01 .01 .01 .01 64.2500 | .01 .01 .01 .01 .01 64.5000 | .01 .01 .01 .01 .01 64.7500 | .00 .00 .00 .00 .00 65.0000 | .00 .00 .00 .00 .00 65.2500 | .00 .00 .00 .00 .00 65.5000 | .00 .00 .00 .00 .00 65.7500 | .00 .00 .00 .00 .00 66.0000 | .00 .00 .00 .00 .00 66.2500 | .00 .00 .00 .00 .00 66.5000 | .00 .00 .00 .00 .00 66.7500 | .00 .00 .00 .00 .00 67.0000 | .00 .00 .00 .00 .00 67.2500 | .00 .00 .00 .00 .00 67.5000 | .00 .00 .00 .00 .00 67.7500 | .00 .00 .00 .00 .00 68.0000 | .00 .00 .00 .00 .00 68.2500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.123 Name.... OUT1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT1 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 60 J6 REACH 60 100-yr ADDLINK 110 BYPASS2 BYPASS2 100-yr ========================================================================== INFLOWS TO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 60 100-yr 16691200 12.9500 1681.37 BYPASS2 100-yr 2079438 12.1500 533.90 TOTAL FLOW INTO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT1 100-yr 18770680 12.9000 1756.16 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.124 Name.... OUT1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT1 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1756.16 cfs Time to Peak = 12.9000 hrs HYG Volume = 18770680 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.0500 | .00 .00 .00 .00 .00 4.3000 | .01 .01 .01 .02 .04 4.5500 | .06 .09 .11 .14 .17 4.8000 | .20 .23 .26 .29 .32 5.0500 | .35 .39 .42 .46 .50 5.3000 | .54 .58 .62 .67 .71 5.5500 | .75 .80 .85 .90 .95 5.8000 | 1.00 1.05 1.11 1.16 1.22 6.0500 | 1.28 1.34 1.40 1.48 1.56 6.3000 | 1.65 1.75 1.87 1.99 2.13 6.5500 | 2.27 2.41 2.56 2.71 2.87 6.8000 | 3.03 3.20 3.37 3.54 3.72 7.0500 | 3.91 4.10 4.30 4.51 4.74 7.3000 | 4.98 5.23 5.49 5.76 6.03 7.5500 | 6.30 6.75 7.18 7.60 8.02 7.8000 | 8.42 8.82 9.22 9.62 10.02 8.0500 | 10.43 10.86 11.29 11.75 12.22 8.3000 | 12.72 13.24 13.79 14.36 14.97 8.5500 | 15.61 16.30 17.04 17.84 18.68 8.8000 | 19.64 20.74 21.85 22.96 24.09 9.0500 | 25.23 26.38 27.55 28.73 29.92 9.3000 | 31.12 32.36 33.66 34.99 36.38 9.5500 | 37.99 39.58 41.17 42.78 44.42 9.8000 | 46.08 47.78 49.51 51.28 53.11 10.0500 | 55.02 56.99 59.15 61.41 63.69 10.3000 | 66.00 68.37 70.79 73.28 75.83 10.5500 | 78.47 81.21 84.11 87.19 90.57 10.8000 | 94.04 97.63 101.34 105.21 109.22 11.0500 | 113.46 117.97 122.84 128.27 134.03 11.3000 | 140.16 146.72 153.78 161.39 169.89 11.5500 | 179.83 192.26 209.10 232.83 266.28 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.125 Name.... OUT1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.8000 | 312.05 374.83 460.64 568.49 689.87 12.0500 | 807.80 910.13 990.72 1050.97 1098.58 12.3000 | 1145.17 1199.69 1263.83 1334.82 1407.45 12.5500 | 1477.91 1543.18 1602.20 1653.07 1694.86 12.8000 | 1726.16 1746.82 1756.16 1754.01 1740.98 13.0500 | 1717.99 1686.28 1646.74 1600.61 1549.73 13.3000 | 1495.76 1439.36 1382.81 1325.96 1270.57 13.5500 | 1216.57 1164.98 1115.67 1068.94 1024.88 13.8000 | 983.00 943.89 906.65 871.68 838.79 14.0500 | 807.50 778.10 750.12 723.39 698.16 14.3000 | 674.19 651.33 629.70 609.49 590.17 14.5500 | 571.84 554.51 538.14 522.23 506.86 14.8000 | 492.10 478.26 464.91 452.03 439.65 15.0500 | 427.76 416.70 406.15 396.14 386.71 15.3000 | 377.86 369.56 361.90 354.63 347.66 15.5500 | 340.99 334.59 328.43 322.48 316.67 15.8000 | 310.94 305.31 299.54 293.66 287.73 16.0500 | 281.77 275.85 270.03 264.36 258.94 16.3000 | 253.73 248.63 243.70 238.95 234.39 16.5500 | 230.02 225.85 221.88 218.10 214.59 16.8000 | 211.22 207.96 204.80 201.75 198.82 17.0500 | 196.02 193.33 190.77 188.31 185.95 17.3000 | 183.69 181.52 179.46 177.48 175.61 17.5500 | 173.85 172.12 170.44 168.81 167.24 17.8000 | 165.71 164.23 162.79 161.39 160.03 18.0500 | 158.70 157.41 156.15 154.92 153.72 18.3000 | 152.55 151.41 150.29 149.19 148.11 18.5500 | 147.04 145.98 144.94 143.91 142.88 18.8000 | 141.88 140.89 139.91 138.94 138.02 19.0500 | 137.08 136.15 135.20 134.26 133.32 19.3000 | 132.38 131.44 130.50 129.57 128.64 19.5500 | 127.72 126.80 125.89 124.97 124.07 19.8000 | 123.16 122.26 121.36 120.45 119.55 20.0500 | 118.66 117.76 116.88 116.01 115.15 20.3000 | 114.31 113.49 112.68 111.88 111.08 20.5500 | 110.29 109.50 108.73 107.96 107.21 20.8000 | 106.48 105.77 105.09 104.44 103.80 21.0500 | 103.16 102.54 101.93 101.33 100.75 21.3000 | 100.19 99.65 99.12 98.62 98.13 21.5500 | 97.66 97.21 96.78 96.36 95.97 21.8000 | 95.58 95.21 94.86 94.52 94.19 22.0500 | 93.88 93.58 93.29 93.00 92.73 22.3000 | 92.47 92.21 91.96 91.71 91.47 22.5500 | 91.24 91.01 90.78 90.56 90.34 22.8000 | 90.13 89.92 89.71 89.50 89.30 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.126 Name.... OUT1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.0500 | 89.10 88.90 88.71 88.51 88.32 23.3000 | 88.13 87.94 87.75 87.56 87.37 23.5500 | 87.19 87.00 86.82 86.64 86.45 23.8000 | 86.27 86.09 85.91 85.73 85.52 24.0500 | 85.19 84.65 83.78 82.57 81.13 24.3000 | 79.62 78.14 76.72 75.38 74.08 24.5500 | 72.78 71.46 70.12 68.76 67.42 24.8000 | 65.99 64.47 62.87 61.18 59.42 25.0500 | 57.58 55.68 53.73 51.78 49.85 25.3000 | 47.94 46.06 44.34 42.58 40.80 25.5500 | 39.01 37.24 35.51 33.84 32.24 25.8000 | 30.72 29.25 27.89 26.71 25.54 26.0500 | 24.38 23.24 22.13 21.06 20.03 26.3000 | 19.04 18.12 17.26 16.47 15.73 26.5500 | 15.03 14.37 13.82 13.34 12.86 26.8000 | 12.39 11.92 11.45 11.00 10.55 27.0500 | 10.11 9.69 9.28 8.89 8.51 27.3000 | 8.14 7.79 7.46 7.14 6.83 27.5500 | 6.55 6.28 6.03 5.80 5.59 27.8000 | 5.40 5.22 5.06 4.92 4.78 28.0500 | 4.66 4.54 4.42 4.35 4.29 28.3000 | 4.23 4.17 4.11 4.05 3.98 28.5500 | 3.92 3.86 3.79 3.72 3.66 28.8000 | 3.59 3.52 3.46 3.39 3.33 29.0500 | 3.26 3.19 3.13 3.06 3.00 29.3000 | 2.94 2.87 2.81 2.75 2.69 29.5500 | 2.63 2.57 2.52 2.46 2.40 29.8000 | 2.35 2.30 2.24 2.19 2.14 30.0500 | 2.09 2.05 2.00 1.95 1.91 30.3000 | 1.86 1.82 1.78 1.74 1.70 30.5500 | 1.66 1.62 1.59 1.55 1.51 30.8000 | 1.48 1.45 1.42 1.38 1.35 31.0500 | 1.32 1.29 1.27 1.24 1.21 31.3000 | 1.18 1.16 1.13 1.11 1.09 31.5500 | 1.06 1.04 1.02 1.00 .98 31.8000 | .96 .94 .92 .90 .88 32.0500 | .86 .84 .83 .81 .79 32.3000 | .78 .76 .75 .73 .72 32.5500 | .71 .69 .68 .67 .65 32.8000 | .64 .63 .62 .61 .59 33.0500 | .58 .57 .56 .55 .54 33.3000 | .53 .52 .51 .50 .49 33.5500 | .49 .48 .47 .46 .45 33.8000 | .44 .44 .43 .42 .41 34.0500 | .41 .40 .39 .39 .38 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.127 Name.... OUT1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.3000 | .37 .37 .36 .35 .35 34.5500 | .34 .34 .33 .32 .32 34.8000 | .31 .31 .30 .30 .29 35.0500 | .29 .28 .28 .27 .27 35.3000 | .26 .26 .26 .25 .25 35.5500 | .24 .24 .24 .23 .23 35.8000 | .22 .22 .22 .21 .21 36.0500 | .21 .20 .20 .20 .19 36.3000 | .19 .19 .18 .18 .18 36.5500 | .17 .17 .17 .17 .16 36.8000 | .16 .16 .16 .15 .15 37.0500 | .15 .15 .14 .14 .14 37.3000 | .14 .13 .13 .13 .13 37.5500 | .13 .12 .12 .12 .12 37.8000 | .12 .11 .11 .11 .11 38.0500 | .11 .10 .10 .10 .10 38.3000 | .10 .10 .09 .09 .09 38.5500 | .09 .09 .09 .09 .08 38.8000 | .08 .08 .08 .08 .08 39.0500 | .08 .08 .07 .07 .07 39.3000 | .07 .07 .07 .07 .07 39.5500 | .06 .06 .06 .06 .06 39.8000 | .06 .06 .06 .06 .06 40.0500 | .05 .05 .05 .05 .05 40.3000 | .05 .05 .05 .05 .05 40.5500 | .05 .05 .04 .04 .04 40.8000 | .04 .04 .04 .04 .04 41.0500 | .04 .04 .04 .04 .04 41.3000 | .04 .04 .04 .03 .03 41.5500 | .03 .03 .03 .03 .03 41.8000 | .03 .03 .03 .03 .03 42.0500 | .03 .03 .03 .03 .03 42.3000 | .03 .03 .03 .02 .02 42.5500 | .02 .02 .02 .02 .02 42.8000 | .02 .02 .02 .02 .02 43.0500 | .02 .02 .02 .02 .02 43.3000 | .02 .02 .02 .02 .02 43.5500 | .02 .02 .02 .02 .02 43.8000 | .02 .02 .02 .02 .01 44.0500 | .01 .01 .01 .01 .01 44.3000 | .01 .01 .01 .01 .01 44.5500 | .01 .01 .01 .01 .01 44.8000 | .01 .01 .01 .01 .01 45.0500 | .01 .01 .01 .01 .01 45.3000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.128 Name.... OUT1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.5500 | .01 .01 .01 .01 .01 45.8000 | .01 .01 .01 .01 .01 46.0500 | .01 .01 .01 .01 .01 46.3000 | .01 .01 .01 .01 .01 46.5500 | .01 .01 .01 .01 .01 46.8000 | .01 .01 .01 .01 .01 47.0500 | .01 .01 .01 .01 .01 47.3000 | .01 .01 .01 .01 .01 47.5500 | .01 .01 .01 .01 .01 47.8000 | .01 .01 .01 .01 .01 48.0500 | .01 .01 .01 .01 .01 48.3000 | .01 .01 .01 .01 .01 48.5500 | .01 .01 .01 .01 .01 48.8000 | .01 .01 .01 .01 .01 49.0500 | .01 .01 .01 .01 .01 49.3000 | .01 .01 .01 .01 .01 49.5500 | .01 .01 .01 .01 .01 49.8000 | .01 .01 .01 .01 .01 50.0500 | .01 .01 .01 .01 .01 50.3000 | .01 .01 .01 .01 .01 50.5500 | .01 .01 .01 .01 .01 50.8000 | .01 .01 .01 .01 .01 51.0500 | .01 .01 .01 .01 .01 51.3000 | .01 .01 .01 .01 .01 51.5500 | .01 .01 .01 .01 .01 51.8000 | .01 .01 .01 .01 .01 52.0500 | .01 .01 .01 .01 .01 52.3000 | .01 .01 .01 .01 .01 52.5500 | .01 .01 .01 .01 .01 52.8000 | .01 .01 .01 .01 .01 53.0500 | .01 .01 .01 .01 .01 53.3000 | .01 .01 .01 .01 .01 53.5500 | .01 .01 .01 .01 .01 53.8000 | .01 .01 .01 .01 .01 54.0500 | .01 .01 .01 .01 .01 54.3000 | .01 .01 .01 .01 .01 54.5500 | .01 .01 .01 .01 .01 54.8000 | .01 .01 .01 .01 .01 55.0500 | .01 .01 .01 .01 .01 55.3000 | .01 .01 .01 .01 .01 55.5500 | .01 .01 .01 .01 .01 55.8000 | .01 .01 .01 .01 .01 56.0500 | .01 .01 .01 .01 .01 56.3000 | .01 .01 .01 .01 .01 56.5500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.129 Name.... OUT1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 56.8000 | .01 .01 .01 .01 .01 57.0500 | .01 .01 .01 .01 .01 57.3000 | .01 .01 .01 .01 .01 57.5500 | .01 .01 .01 .01 .01 57.8000 | .01 .01 .01 .01 .01 58.0500 | .01 .01 .01 .01 .01 58.3000 | .01 .01 .01 .01 .01 58.5500 | .01 .01 .01 .01 .01 58.8000 | .01 .01 .01 .01 .01 59.0500 | .01 .01 .01 .01 .01 59.3000 | .01 .01 .01 .01 .01 59.5500 | .01 .01 .01 .01 .01 59.8000 | .01 .01 .01 .01 .01 60.0500 | .01 .01 .01 .01 .01 60.3000 | .01 .01 .01 .01 .01 60.5500 | .01 .01 .01 .01 .01 60.8000 | .01 .01 .01 .01 .01 61.0500 | .01 .01 .01 .01 .01 61.3000 | .01 .01 .01 .01 .01 61.5500 | .01 .01 .01 .01 .01 61.8000 | .01 .01 .01 .01 .01 62.0500 | .01 .01 .01 .01 .01 62.3000 | .01 .01 .01 .01 .01 62.5500 | .01 .01 .01 .01 .01 62.8000 | .01 .01 .01 .01 .01 63.0500 | .01 .01 .01 .01 .01 63.3000 | .01 .01 .01 .01 .01 63.5500 | .01 .01 .01 .01 .01 63.8000 | .01 .01 .01 .01 .01 64.0500 | .01 .01 .01 .01 .01 64.3000 | .01 .01 .01 .01 .01 64.5500 | .01 .01 .01 .01 .01 64.8000 | .01 .01 .01 .01 .00 65.0500 | .00 .00 .00 .00 .00 65.3000 | .00 .00 .00 .00 .00 65.5500 | .00 .00 .00 .00 .00 65.8000 | .00 .00 .00 .00 .00 66.0500 | .00 .00 .00 .00 .00 66.3000 | .00 .00 .00 .00 .00 66.5500 | .00 .00 .00 .00 .00 66.8000 | .00 .00 .00 .00 .00 67.0500 | .00 .00 .00 .00 .00 67.3000 | .00 .00 .00 .00 .00 67.5500 | .00 .00 .00 .00 .00 67.8000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.130 Name.... OUT1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 68.0500 | .00 .00 .00 .00 .00 68.3000 | .00 .00 .00 .00 .00 68.5500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.131 Name.... OUT2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT2 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 100 BYPASS3 BYPASS3 15-Yr ROUTE 60 BASIN5 IN ROUTE 60 15-Yr ========================================================================== INFLOWS TO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BYPASS3 15-Yr 440781 12.1500 106.51 ROUTE 60 15-Yr 158923 12.7000 7.68 TOTAL FLOW INTO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT2 15-Yr 599704 12.1500 112.69 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.132 Name.... OUT2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT2 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 112.69 cfs Time to Peak = 12.1500 hrs HYG Volume = 599704 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.6000 | .00 .00 .00 .00 .01 9.8500 | .01 .01 .01 .02 .02 10.1000 | .02 .03 .04 .04 .05 10.3500 | .06 .07 .09 .10 .12 10.6000 | .14 .16 .18 .21 .24 10.8500 | .28 .34 .41 .50 .63 11.1000 | .78 .95 1.16 1.39 1.66 11.3500 | 1.97 2.32 2.71 3.17 3.74 11.6000 | 4.57 5.86 7.94 11.35 16.75 11.8500 | 25.33 37.83 54.37 73.51 92.13 12.1000 | 106.44 112.69 110.36 102.36 91.42 12.3500 | 79.81 69.19 60.41 53.44 47.95 12.6000 | 43.55 39.83 36.52 33.60 31.13 12.8500 | 29.09 27.37 26.04 24.96 24.02 13.1000 | 23.17 22.41 21.72 21.10 20.55 13.3500 | 20.08 19.67 19.31 18.96 18.62 13.6000 | 18.30 17.99 17.69 17.41 17.13 13.8500 | 16.87 16.62 16.37 16.13 15.89 14.1000 | 15.66 15.44 15.23 15.04 14.86 14.3500 | 14.70 14.55 14.42 14.29 14.18 14.6000 | 14.06 13.95 13.85 13.74 13.63 14.8500 | 13.53 13.43 13.32 13.22 13.11 15.1000 | 13.01 12.90 12.79 12.69 12.58 15.3500 | 12.47 12.36 12.25 12.14 12.03 15.6000 | 11.92 11.81 11.69 11.58 11.46 15.8500 | 11.35 11.23 11.11 10.99 10.87 16.1000 | 10.75 10.64 10.52 10.42 10.31 16.3500 | 10.22 10.13 10.04 9.95 9.87 16.6000 | 9.79 9.71 9.63 9.55 9.47 16.8500 | 9.39 9.30 9.22 9.14 9.06 17.1000 | 8.98 8.90 8.81 8.73 8.64 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.133 Name.... OUT2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.3500 | 8.56 8.48 8.39 8.30 8.22 17.6000 | 8.13 8.04 7.95 7.87 7.78 17.8500 | 7.69 7.60 7.51 7.42 7.33 18.1000 | 7.25 7.16 7.07 6.98 6.89 18.3500 | 6.80 6.71 6.63 6.54 6.45 18.6000 | 6.37 6.28 6.20 6.10 6.01 18.8500 | 5.91 5.80 5.71 5.61 5.53 19.1000 | 5.45 5.37 5.30 5.24 5.17 19.3500 | 5.11 5.06 5.00 4.95 4.89 19.6000 | 4.84 4.80 4.75 4.70 4.66 19.8500 | 4.61 4.57 4.52 4.48 4.44 20.1000 | 4.40 4.36 4.32 4.29 4.26 20.3500 | 4.23 4.21 4.19 4.17 4.16 20.6000 | 4.14 4.13 4.12 4.11 4.10 20.8500 | 4.09 4.08 4.07 4.06 4.05 21.1000 | 4.04 4.03 4.03 4.02 4.01 21.3500 | 4.00 3.99 3.99 3.98 3.97 21.6000 | 3.96 3.96 3.95 3.94 3.94 21.8500 | 3.93 3.92 3.92 3.91 3.90 22.1000 | 3.89 3.89 3.88 3.87 3.87 22.3500 | 3.86 3.85 3.85 3.84 3.83 22.6000 | 3.83 3.82 3.81 3.80 3.80 22.8500 | 3.79 3.78 3.78 3.77 3.76 23.1000 | 3.76 3.75 3.74 3.74 3.73 23.3500 | 3.72 3.71 3.71 3.70 3.69 23.6000 | 3.69 3.68 3.67 3.67 3.66 23.8500 | 3.65 3.64 3.64 3.62 3.57 24.1000 | 3.45 3.24 2.93 2.55 2.15 24.3500 | 1.78 1.46 1.20 1.00 .84 24.6000 | .72 .61 .53 .47 .41 24.8500 | .37 .33 .29 .27 .24 25.1000 | .22 .21 .19 .18 .16 25.3500 | .15 .14 .13 .13 .12 25.6000 | .11 .11 .10 .10 .09 25.8500 | .09 .08 .08 .07 .07 26.1000 | .07 .06 .06 .06 .05 26.3500 | .05 .05 .05 .04 .04 26.6000 | .04 .04 .04 .04 .04 26.8500 | .04 .04 .03 .03 .03 27.1000 | .03 .03 .03 .03 .03 27.3500 | .03 .03 .03 .02 .02 27.6000 | .02 .02 .02 .02 .02 27.8500 | .02 .02 .02 .02 .02 28.1000 | .02 .02 .02 .02 .02 28.3500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.134 Name.... OUT2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 28.6000 | .01 .01 .01 .01 .01 28.8500 | .01 .01 .01 .01 .01 29.1000 | .01 .01 .01 .01 .01 29.3500 | .01 .01 .01 .01 .01 29.6000 | .01 .01 .01 .01 .01 29.8500 | .01 .01 .01 .01 .01 30.1000 | .01 .00 .00 .00 .00 30.3500 | .00 .00 .00 .00 .00 30.6000 | .00 .00 .00 .00 .00 30.8500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.135 Name.... OUT2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT2 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 100 BYPASS3 BYPASS3 25-yr ROUTE 60 BASIN5 IN ROUTE 60 25-yr ========================================================================== INFLOWS TO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BYPASS3 25-yr 528347 12.1500 129.96 ROUTE 60 25-yr 186254 12.4000 18.34 TOTAL FLOW INTO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT2 25-yr 714601 12.1500 136.55 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.136 Name.... OUT2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT2 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 136.55 cfs Time to Peak = 12.1500 hrs HYG Volume = 714601 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.1500 | .00 .00 .00 .00 .01 9.4000 | .01 .01 .01 .02 .02 9.6500 | .02 .03 .03 .04 .04 9.9000 | .05 .06 .08 .09 .10 10.1500 | .12 .13 .15 .17 .19 10.4000 | .21 .24 .27 .32 .38 10.6500 | .45 .55 .66 .79 .94 10.9000 | 1.11 1.30 1.51 1.73 1.98 11.1500 | 2.25 2.55 2.88 3.25 3.68 11.4000 | 4.15 4.67 5.28 6.04 7.13 11.6500 | 8.80 11.37 15.68 22.53 33.22 11.9000 | 48.53 68.53 91.37 113.30 129.82 12.1500 | 136.55 133.03 123.12 115.45 104.99 12.4000 | 92.99 81.65 71.90 63.65 56.58 12.6500 | 50.57 45.40 41.17 37.60 34.65 12.9000 | 32.30 30.32 28.63 27.26 26.08 13.1500 | 25.11 24.29 23.55 22.91 22.36 13.4000 | 21.89 21.47 21.06 20.68 20.30 13.6500 | 19.95 19.60 19.27 18.96 18.66 13.9000 | 18.37 18.09 17.81 17.54 17.27 14.1500 | 17.02 16.78 16.57 16.37 16.19 14.4000 | 16.02 15.88 15.74 15.61 15.48 14.6500 | 15.36 15.25 15.13 15.01 14.90 14.9000 | 14.79 14.67 14.56 14.45 14.34 15.1500 | 14.22 14.11 13.99 13.87 13.76 15.4000 | 13.64 13.52 13.41 13.29 13.17 15.6500 | 13.04 12.92 12.80 12.68 12.55 15.9000 | 12.43 12.30 12.18 12.05 11.92 16.1500 | 11.80 11.68 11.57 11.46 11.37 16.4000 | 11.27 11.18 11.10 11.01 10.93 16.6500 | 10.85 10.77 10.69 10.61 10.54 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.137 Name.... OUT2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.9000 | 10.46 10.38 10.30 10.22 10.14 17.1500 | 10.06 9.98 9.89 9.81 9.73 17.4000 | 9.65 9.56 9.48 9.40 9.31 17.6500 | 9.22 9.14 9.05 8.97 8.88 17.9000 | 8.79 8.70 8.62 8.53 8.44 18.1500 | 8.35 8.26 8.17 8.08 7.99 18.4000 | 7.90 7.81 7.72 7.63 7.54 18.6500 | 7.45 7.36 7.27 7.18 7.09 18.9000 | 7.01 6.92 6.83 6.75 6.66 19.1500 | 6.57 6.49 6.39 6.30 6.20 19.4000 | 6.10 6.00 5.91 5.82 5.74 19.6500 | 5.67 5.59 5.52 5.46 5.39 19.9000 | 5.33 5.27 5.21 5.16 5.10 20.1500 | 5.05 5.00 4.96 4.92 4.89 20.4000 | 4.86 4.84 4.81 4.79 4.77 20.6500 | 4.76 4.74 4.73 4.71 4.70 20.9000 | 4.69 4.67 4.66 4.65 4.64 21.1500 | 4.63 4.62 4.61 4.60 4.59 21.4000 | 4.58 4.58 4.57 4.56 4.55 21.6500 | 4.54 4.53 4.52 4.51 4.51 21.9000 | 4.50 4.49 4.48 4.47 4.47 22.1500 | 4.46 4.45 4.44 4.43 4.42 22.4000 | 4.42 4.41 4.40 4.39 4.38 22.6500 | 4.38 4.37 4.36 4.35 4.34 22.9000 | 4.34 4.33 4.32 4.31 4.30 23.1500 | 4.30 4.29 4.28 4.27 4.26 23.4000 | 4.26 4.25 4.24 4.23 4.22 23.6500 | 4.22 4.21 4.20 4.19 4.18 23.9000 | 4.17 4.17 4.15 4.09 3.95 24.1500 | 3.71 3.35 2.91 2.45 2.03 24.4000 | 1.66 1.36 1.13 .95 .81 24.6500 | .69 .60 .52 .46 .41 24.9000 | .36 .33 .29 .27 .24 25.1500 | .22 .21 .19 .18 .16 25.4000 | .15 .14 .13 .13 .12 25.6500 | .11 .11 .10 .10 .09 25.9000 | .09 .08 .08 .07 .07 26.1500 | .07 .06 .06 .06 .05 26.4000 | .05 .05 .05 .04 .04 26.6500 | .04 .04 .04 .04 .04 26.9000 | .04 .04 .03 .03 .03 27.1500 | .03 .03 .03 .03 .03 27.4000 | .03 .03 .03 .02 .02 27.6500 | .02 .02 .02 .02 .02 27.9000 | .02 .02 .02 .02 .02 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.138 Name.... OUT2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 28.1500 | .02 .02 .02 .02 .02 28.4000 | .01 .01 .01 .01 .01 28.6500 | .01 .01 .01 .01 .01 28.9000 | .01 .01 .01 .01 .01 29.1500 | .01 .01 .01 .01 .01 29.4000 | .01 .01 .01 .01 .01 29.6500 | .01 .01 .01 .01 .01 29.9000 | .01 .01 .01 .01 .01 30.1500 | .01 .00 .00 .00 .00 30.4000 | .00 .00 .00 .00 .00 30.6500 | .00 .00 .00 .00 .00 30.9000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.139 Name.... OUT2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT2 HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 100 BYPASS3 BYPASS3 100-yr ROUTE 60 BASIN5 IN ROUTE 60 100-yr ========================================================================== INFLOWS TO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BYPASS3 100-yr 772769 12.1500 194.95 ROUTE 60 100-yr 260823 12.2500 50.84 TOTAL FLOW INTO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT2 100-yr 1033591 12.2000 236.76 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.140 Name.... OUT2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT2 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 236.76 cfs Time to Peak = 12.2000 hrs HYG Volume = 1033591 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.1500 | .00 .00 .00 .00 .01 8.4000 | .01 .01 .01 .02 .02 8.6500 | .02 .03 .03 .04 .04 8.9000 | .05 .06 .07 .09 .10 9.1500 | .11 .13 .14 .16 .18 9.4000 | .20 .22 .24 .26 .29 9.6500 | .33 .38 .43 .50 .57 9.9000 | .66 .75 .85 .96 1.08 10.1500 | 1.20 1.34 1.48 1.63 1.79 10.4000 | 1.96 2.14 2.33 2.54 2.75 10.6500 | 2.98 3.23 3.49 3.78 4.08 10.9000 | 4.41 4.76 5.14 5.54 5.97 11.1500 | 6.44 6.95 7.50 8.10 8.76 11.4000 | 9.48 10.27 11.19 12.35 14.05 11.6500 | 16.77 21.06 28.16 39.15 55.78 11.9000 | 78.94 108.45 141.43 172.29 196.11 12.1500 | 228.88 236.76 221.86 195.98 167.80 12.4000 | 142.23 121.23 104.55 91.21 80.26 12.6500 | 71.08 63.47 57.14 51.97 47.67 12.9000 | 44.22 41.36 38.95 36.85 35.10 13.1500 | 33.51 32.06 30.74 29.58 28.66 13.4000 | 27.89 27.17 26.58 26.05 25.54 13.6500 | 25.05 24.58 24.14 23.71 23.31 13.9000 | 22.92 22.54 22.17 21.80 21.45 14.1500 | 21.11 20.80 20.52 20.26 20.02 14.4000 | 19.81 19.62 19.44 19.28 19.12 14.6500 | 18.97 18.83 18.68 18.54 18.40 14.9000 | 18.26 18.12 17.99 17.85 17.71 15.1500 | 17.57 17.43 17.29 17.15 17.01 15.4000 | 16.87 16.72 16.58 16.44 16.29 15.6500 | 16.15 16.00 15.85 15.71 15.56 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.141 Name.... OUT2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.9000 | 15.41 15.26 15.11 14.96 14.81 16.1500 | 14.67 14.53 14.40 14.28 14.17 16.4000 | 14.07 13.97 13.88 13.79 13.71 16.6500 | 13.63 13.54 13.46 13.38 13.30 16.9000 | 13.22 13.14 13.07 12.99 12.91 17.1500 | 12.82 12.74 12.66 12.58 12.50 17.4000 | 12.42 12.34 12.25 12.17 12.09 17.6500 | 12.00 11.92 11.83 11.75 11.66 17.9000 | 11.57 11.49 11.40 11.31 11.22 18.1500 | 11.13 11.05 10.96 10.87 10.78 18.4000 | 10.69 10.60 10.50 10.41 10.32 18.6500 | 10.23 10.14 10.04 9.95 9.86 18.9000 | 9.76 9.67 9.57 9.48 9.38 19.1500 | 9.29 9.19 9.10 9.00 8.90 19.4000 | 8.81 8.71 8.62 8.52 8.42 19.6500 | 8.33 8.23 8.14 8.04 7.94 19.9000 | 7.85 7.75 7.66 7.57 7.47 20.1500 | 7.38 7.30 7.22 7.14 7.07 20.4000 | 7.00 6.93 6.86 6.80 6.74 20.6500 | 6.67 6.62 6.57 6.52 6.48 20.9000 | 6.44 6.41 6.38 6.35 6.32 21.1500 | 6.29 6.27 6.25 6.22 6.20 21.4000 | 6.19 6.17 6.15 6.13 6.12 21.6500 | 6.10 6.09 6.07 6.06 6.04 21.9000 | 6.03 6.02 6.01 5.99 5.98 22.1500 | 5.97 5.96 5.94 5.93 5.92 22.4000 | 5.91 5.90 5.88 5.87 5.86 22.6500 | 5.85 5.84 5.83 5.82 5.80 22.9000 | 5.79 5.78 5.77 5.76 5.75 23.1500 | 5.74 5.72 5.71 5.70 5.69 23.4000 | 5.68 5.67 5.66 5.65 5.63 23.6500 | 5.62 5.61 5.60 5.59 5.58 23.9000 | 5.57 5.56 5.53 5.45 5.27 24.1500 | 4.94 4.46 3.87 3.25 2.68 24.4000 | 2.19 1.79 1.48 1.23 1.04 24.6500 | .88 .76 .66 .57 .51 24.9000 | .45 .40 .36 .33 .30 25.1500 | .27 .25 .23 .21 .19 25.4000 | .18 .17 .16 .15 .14 25.6500 | .13 .12 .12 .11 .10 25.9000 | .10 .09 .09 .08 .08 26.1500 | .08 .07 .07 .06 .06 26.4000 | .06 .05 .05 .05 .05 26.6500 | .05 .04 .04 .04 .04 26.9000 | .04 .04 .04 .04 .03 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 10.142 Name.... OUT2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.1500 | .03 .03 .03 .03 .03 27.4000 | .03 .03 .03 .03 .03 27.6500 | .02 .02 .02 .02 .02 27.9000 | .02 .02 .02 .02 .02 28.1500 | .02 .02 .02 .02 .02 28.4000 | .02 .02 .01 .01 .01 28.6500 | .01 .01 .01 .01 .01 28.9000 | .01 .01 .01 .01 .01 29.1500 | .01 .01 .01 .01 .01 29.4000 | .01 .01 .01 .01 .01 29.6500 | .01 .01 .01 .01 .01 29.9000 | .01 .01 .01 .01 .01 30.1500 | .01 .01 .01 .00 .00 30.4000 | .00 .00 .00 .00 .00 30.6500 | .00 .00 .00 .00 .00 30.9000 | .00 .00 .00 .00 .00 31.1500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.01 Name.... BASIN3A IN Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3A IN HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 185.97 cfs Time to Peak = 12.1500 hrs HYG Volume = 736751 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.02 Name.... BASIN3A IN Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.2500 | .00 .00 .00 .00 .00 8.5000 | .00 .00 .00 .00 .00 8.7500 | .01 .01 .03 .05 .08 9.0000 | .12 .16 .20 .25 .31 9.2500 | .36 .42 .48 .53 .59 9.5000 | .65 .71 .77 .83 .89 9.7500 | .96 1.03 1.11 1.19 1.27 10.0000 | 1.37 1.46 1.56 1.67 1.78 10.2500 | 1.90 2.03 2.17 2.31 2.46 10.5000 | 2.62 2.79 2.97 3.16 3.36 10.7500 | 3.58 3.82 4.07 4.34 4.63 11.0000 | 4.93 5.25 5.60 5.98 6.40 11.2500 | 6.88 7.42 8.02 8.68 9.40 11.5000 | 10.18 11.24 12.86 15.62 20.18 11.7500 | 27.21 37.63 52.80 74.67 102.87 12.0000 | 133.65 160.91 179.40 185.97 180.05 12.2500 | 164.08 142.86 121.94 103.34 88.01 12.5000 | 75.79 65.92 57.75 50.92 45.36 12.7500 | 40.74 36.92 33.78 31.19 29.04 13.0000 | 27.24 25.71 24.37 23.17 22.09 13.2500 | 21.12 20.27 19.55 18.93 18.39 13.5000 | 17.89 17.40 16.94 16.49 16.07 13.7500 | 15.66 15.28 14.92 14.57 14.24 14.0000 | 13.91 13.59 13.28 12.98 12.71 14.2500 | 12.46 12.24 12.04 11.86 11.70 14.5000 | 11.55 11.42 11.29 11.17 11.06 14.7500 | 10.94 10.83 10.72 10.62 10.51 15.0000 | 10.40 10.30 10.19 10.08 9.98 15.2500 | 9.87 9.76 9.66 9.55 9.45 15.5000 | 9.34 9.23 9.12 9.01 8.91 15.7500 | 8.80 8.69 8.58 8.47 8.36 16.0000 | 8.25 8.15 8.04 7.94 7.84 16.2500 | 7.75 7.67 7.60 7.54 7.48 16.5000 | 7.43 7.38 7.33 7.29 7.25 16.7500 | 7.21 7.17 7.13 7.09 7.05 17.0000 | 7.01 6.97 6.93 6.89 6.85 17.2500 | 6.82 6.78 6.74 6.70 6.66 17.5000 | 6.62 6.58 6.55 6.51 6.47 17.7500 | 6.43 6.39 6.35 6.31 6.27 18.0000 | 6.23 6.20 6.16 6.12 6.08 18.2500 | 6.04 6.00 5.96 5.92 5.88 18.5000 | 5.84 5.80 5.76 5.72 5.68 18.7500 | 5.64 5.60 5.56 5.52 5.48 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.03 Name.... BASIN3A IN Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 5.44 5.40 5.36 5.32 5.28 19.2500 | 5.24 5.20 5.16 5.12 5.08 19.5000 | 5.04 5.00 4.96 4.92 4.88 19.7500 | 4.84 4.80 4.76 4.72 4.68 20.0000 | 4.64 4.60 4.56 4.52 4.48 20.2500 | 4.45 4.43 4.40 4.38 4.37 20.5000 | 4.35 4.34 4.33 4.32 4.31 20.7500 | 4.30 4.29 4.28 4.28 4.27 21.0000 | 4.26 4.25 4.24 4.24 4.23 21.2500 | 4.22 4.21 4.21 4.20 4.19 21.5000 | 4.18 4.18 4.17 4.16 4.15 21.7500 | 4.15 4.14 4.13 4.12 4.12 22.0000 | 4.11 4.10 4.09 4.09 4.08 22.2500 | 4.07 4.06 4.05 4.05 4.04 22.5000 | 4.03 4.02 4.02 4.01 4.00 22.7500 | 3.99 3.99 3.98 3.97 3.96 23.0000 | 3.95 3.95 3.94 3.93 3.92 23.2500 | 3.92 3.91 3.90 3.89 3.88 23.5000 | 3.88 3.87 3.86 3.85 3.85 23.7500 | 3.84 3.83 3.82 3.81 3.81 24.0000 | 3.79 3.73 3.59 3.32 2.91 24.2500 | 2.44 1.97 1.53 1.15 .86 24.5000 | .64 .48 .36 .27 .21 24.7500 | .15 .11 .08 .06 .05 25.0000 | .03 .02 .02 .01 .01 25.2500 | .00 .00 .00 .00 .00 25.5000 | .00 .00 .00 .00 .00 25.7500 | .00 .00 .00 .00 .00 26.0000 | .00 .00 .00 .00 .00 26.2500 | .00 .00 .00 .00 .00 26.5000 | .00 .00 .00 .00 .00 26.7500 | .00 .00 .00 .00 .00 27.0000 | .00 .00 .00 .00 .00 27.2500 | .00 .00 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.04 Name.... BASIN3A IN Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.05 Name.... BASIN3A IN Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3A IN HYG Tag = 25-yr ----------------------------------- Peak Discharge = 216.84 cfs Time to Peak = 12.1500 hrs HYG Volume = 856233 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.06 Name.... BASIN3A IN Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.2500 | .00 .01 .01 .03 .05 8.5000 | .07 .11 .14 .19 .23 8.7500 | .28 .33 .39 .45 .51 9.0000 | .58 .64 .71 .78 .86 9.2500 | .93 1.00 1.07 1.14 1.21 9.5000 | 1.28 1.35 1.42 1.49 1.56 9.7500 | 1.64 1.73 1.82 1.92 2.03 10.0000 | 2.15 2.27 2.39 2.52 2.67 10.2500 | 2.82 2.98 3.15 3.33 3.52 10.5000 | 3.71 3.92 4.14 4.38 4.62 10.7500 | 4.89 5.18 5.49 5.82 6.17 11.0000 | 6.55 6.94 7.36 7.82 8.34 11.2500 | 8.92 9.57 10.30 11.10 11.96 11.5000 | 12.91 14.18 16.14 19.48 24.98 11.7500 | 33.43 45.86 63.81 89.47 122.27 12.0000 | 157.80 189.00 209.87 216.84 209.40 12.2500 | 190.43 165.51 141.07 119.39 101.54 12.5000 | 87.33 75.86 66.37 58.45 52.02 12.7500 | 46.67 42.25 38.63 35.64 33.16 13.0000 | 31.08 29.32 27.78 26.40 25.15 13.2500 | 24.04 23.07 22.24 21.53 20.91 13.5000 | 20.33 19.78 19.25 18.74 18.26 13.7500 | 17.79 17.36 16.94 16.55 16.16 14.0000 | 15.79 15.42 15.07 14.73 14.42 14.2500 | 14.14 13.88 13.65 13.45 13.27 14.5000 | 13.10 12.95 12.81 12.67 12.54 14.7500 | 12.41 12.28 12.15 12.03 11.91 15.0000 | 11.79 11.67 11.54 11.42 11.30 15.2500 | 11.18 11.06 10.94 10.82 10.70 15.5000 | 10.57 10.45 10.33 10.20 10.08 15.7500 | 9.96 9.84 9.71 9.59 9.46 16.0000 | 9.34 9.22 9.09 8.98 8.87 16.2500 | 8.77 8.68 8.60 8.52 8.46 16.5000 | 8.40 8.35 8.29 8.24 8.19 16.7500 | 8.15 8.10 8.06 8.01 7.97 17.0000 | 7.92 7.88 7.83 7.79 7.75 17.2500 | 7.70 7.66 7.62 7.57 7.53 17.5000 | 7.48 7.44 7.40 7.35 7.31 17.7500 | 7.26 7.22 7.18 7.13 7.09 18.0000 | 7.04 7.00 6.95 6.91 6.86 18.2500 | 6.82 6.77 6.73 6.69 6.64 18.5000 | 6.60 6.55 6.51 6.46 6.42 18.7500 | 6.37 6.33 6.28 6.24 6.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.07 Name.... BASIN3A IN Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 6.14 6.10 6.05 6.01 5.96 19.2500 | 5.92 5.87 5.83 5.78 5.73 19.5000 | 5.69 5.64 5.60 5.55 5.51 19.7500 | 5.46 5.41 5.37 5.32 5.28 20.0000 | 5.23 5.19 5.14 5.10 5.06 20.2500 | 5.02 4.99 4.97 4.95 4.93 20.5000 | 4.91 4.90 4.88 4.87 4.86 20.7500 | 4.85 4.84 4.83 4.82 4.81 21.0000 | 4.80 4.79 4.79 4.78 4.77 21.2500 | 4.76 4.75 4.74 4.73 4.73 21.5000 | 4.72 4.71 4.70 4.69 4.68 21.7500 | 4.67 4.66 4.66 4.65 4.64 22.0000 | 4.63 4.62 4.61 4.60 4.60 22.2500 | 4.59 4.58 4.57 4.56 4.55 22.5000 | 4.54 4.53 4.53 4.52 4.51 22.7500 | 4.50 4.49 4.48 4.47 4.46 23.0000 | 4.46 4.45 4.44 4.43 4.42 23.2500 | 4.41 4.40 4.39 4.38 4.38 23.5000 | 4.37 4.36 4.35 4.34 4.33 23.7500 | 4.32 4.31 4.30 4.30 4.29 24.0000 | 4.26 4.20 4.04 3.73 3.28 24.2500 | 2.75 2.22 1.72 1.30 .96 24.5000 | .72 .54 .41 .31 .23 24.7500 | .17 .13 .09 .07 .05 25.0000 | .04 .03 .02 .01 .01 25.2500 | .00 .00 .00 .00 .00 25.5000 | .00 .00 .00 .00 .00 25.7500 | .00 .00 .00 .00 .00 26.0000 | .00 .00 .00 .00 .00 26.2500 | .00 .00 .00 .00 .00 26.5000 | .00 .00 .00 .00 .00 26.7500 | .00 .00 .00 .00 .00 27.0000 | .00 .00 .00 .00 .00 27.2500 | .00 .00 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.08 Name.... BASIN3A IN Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.09 Name.... BASIN3A IN Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3A IN HYG Tag = 100-yr ----------------------------------- Peak Discharge = 299.42 cfs Time to Peak = 12.1500 hrs HYG Volume = 1179491 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .01 .02 .04 .06 .09 7.5000 | .12 .16 .20 .24 .29 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.10 Name.... BASIN3A IN Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .33 .38 .43 .47 .52 8.0000 | .57 .62 .67 .73 .78 8.2500 | .84 .90 .97 1.04 1.11 8.5000 | 1.18 1.26 1.35 1.43 1.53 8.7500 | 1.62 1.71 1.82 1.92 2.03 9.0000 | 2.14 2.25 2.36 2.48 2.59 9.2500 | 2.70 2.81 2.92 3.02 3.11 9.5000 | 3.21 3.30 3.39 3.49 3.59 9.7500 | 3.71 3.84 3.98 4.13 4.30 10.0000 | 4.47 4.66 4.86 5.07 5.29 10.2500 | 5.52 5.77 6.03 6.31 6.61 10.5000 | 6.91 7.23 7.57 7.93 8.30 10.7500 | 8.71 9.15 9.62 10.12 10.65 11.0000 | 11.21 11.79 12.41 13.10 13.87 11.2500 | 14.73 15.70 16.78 17.96 19.23 11.5000 | 20.61 22.48 25.37 30.31 38.39 11.7500 | 50.71 68.62 94.13 129.94 174.99 12.0000 | 223.09 264.62 291.58 299.42 287.73 12.2500 | 260.59 225.77 191.88 161.96 137.40 12.5000 | 117.86 102.12 89.13 78.31 69.56 12.7500 | 62.28 56.29 51.37 47.32 43.97 13.0000 | 41.15 38.77 36.70 34.84 33.16 13.2500 | 31.67 30.38 29.27 28.32 27.50 13.5000 | 26.73 26.00 25.30 24.62 23.98 13.7500 | 23.36 22.78 22.23 21.71 21.20 14.0000 | 20.70 20.22 19.75 19.30 18.89 14.2500 | 18.52 18.18 17.88 17.61 17.37 14.5000 | 17.15 16.94 16.75 16.57 16.39 14.7500 | 16.22 16.05 15.89 15.72 15.56 15.0000 | 15.40 15.24 15.08 14.92 14.76 15.2500 | 14.60 14.44 14.28 14.12 13.96 15.5000 | 13.79 13.63 13.47 13.31 13.15 15.7500 | 12.98 12.82 12.66 12.50 12.33 16.0000 | 12.17 12.01 11.85 11.70 11.55 16.2500 | 11.42 11.30 11.19 11.10 11.01 16.5000 | 10.93 10.86 10.79 10.73 10.66 16.7500 | 10.60 10.54 10.48 10.42 10.36 17.0000 | 10.30 10.25 10.19 10.13 10.07 17.2500 | 10.01 9.96 9.90 9.84 9.78 17.5000 | 9.73 9.67 9.61 9.55 9.49 17.7500 | 9.44 9.38 9.32 9.26 9.20 18.0000 | 9.14 9.09 9.03 8.97 8.91 18.2500 | 8.85 8.79 8.73 8.68 8.62 18.5000 | 8.56 8.50 8.44 8.38 8.32 18.7500 | 8.26 8.20 8.15 8.09 8.03 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.11 Name.... BASIN3A IN Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 7.97 7.91 7.85 7.79 7.73 19.2500 | 7.67 7.61 7.55 7.49 7.43 19.5000 | 7.37 7.31 7.25 7.19 7.13 19.7500 | 7.07 7.01 6.95 6.89 6.83 20.0000 | 6.77 6.72 6.66 6.60 6.55 20.2500 | 6.50 6.46 6.43 6.40 6.38 20.5000 | 6.36 6.34 6.32 6.31 6.29 20.7500 | 6.28 6.26 6.25 6.24 6.23 21.0000 | 6.22 6.20 6.19 6.18 6.17 21.2500 | 6.16 6.15 6.13 6.12 6.11 21.5000 | 6.10 6.09 6.08 6.07 6.05 21.7500 | 6.04 6.03 6.02 6.01 6.00 22.0000 | 5.99 5.97 5.96 5.95 5.94 22.2500 | 5.93 5.92 5.91 5.89 5.88 22.5000 | 5.87 5.86 5.85 5.84 5.82 22.7500 | 5.81 5.80 5.79 5.78 5.77 23.0000 | 5.76 5.74 5.73 5.72 5.71 23.2500 | 5.70 5.69 5.67 5.66 5.65 23.5000 | 5.64 5.63 5.62 5.60 5.59 23.7500 | 5.58 5.57 5.56 5.55 5.53 24.0000 | 5.50 5.42 5.22 4.82 4.23 24.2500 | 3.55 2.86 2.22 1.67 1.24 24.5000 | .93 .70 .53 .40 .30 24.7500 | .22 .17 .12 .09 .07 25.0000 | .05 .04 .02 .02 .01 25.2500 | .01 .00 .00 .00 .00 25.5000 | .00 .00 .00 .00 .00 25.7500 | .00 .00 .00 .00 .00 26.0000 | .00 .00 .00 .00 .00 26.2500 | .00 .00 .00 .00 .00 26.5000 | .00 .00 .00 .00 .00 26.7500 | .00 .00 .00 .00 .00 27.0000 | .00 .00 .00 .00 .00 27.2500 | .00 .00 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.12 Name.... BASIN3A IN Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.13 Name.... BASIN3A OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3A OUT HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 79.47 cfs Time to Peak = 12.4500 hrs HYG Volume = 736788 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.14 Name.... BASIN3A OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.2500 | .00 .00 .00 .00 .00 8.5000 | .00 .00 .00 .00 .00 8.7500 | .00 .00 .00 .00 .01 9.0000 | .01 .02 .03 .04 .06 9.2500 | .08 .13 .18 .24 .29 9.5000 | .36 .43 .50 .57 .64 9.7500 | .72 .80 .87 .95 1.03 10.0000 | 1.11 1.20 1.30 1.40 1.50 10.2500 | 1.61 1.72 1.85 1.99 2.13 10.5000 | 2.27 2.43 2.59 2.77 2.95 10.7500 | 3.15 3.35 3.58 3.82 4.08 11.0000 | 4.36 4.66 4.97 5.31 5.68 11.2500 | 6.09 6.54 6.86 7.07 7.34 11.5000 | 7.69 8.11 8.70 9.52 10.83 11.7500 | 12.91 16.25 21.55 29.72 41.57 12.0000 | 51.14 60.79 68.43 71.88 73.04 12.2500 | 75.12 77.26 78.77 79.45 79.47 12.5000 | 78.99 78.07 76.85 75.43 73.90 12.7500 | 72.33 70.77 69.24 67.76 66.39 13.0000 | 65.17 64.01 62.91 61.80 59.95 13.2500 | 57.71 55.63 53.69 51.83 50.02 13.5000 | 48.33 46.67 45.01 43.43 41.94 13.7500 | 39.06 35.08 31.98 28.52 26.56 14.0000 | 24.27 21.85 20.19 18.87 17.79 14.2500 | 16.85 16.05 15.37 14.78 14.26 14.5000 | 13.81 13.42 13.07 12.76 12.49 14.7500 | 12.25 12.03 11.83 11.65 11.47 15.0000 | 11.31 11.16 11.01 10.87 10.74 15.2500 | 10.61 10.48 10.36 10.24 10.13 15.5000 | 10.02 9.90 9.79 9.68 9.57 15.7500 | 9.46 9.36 9.25 9.14 9.04 16.0000 | 8.93 8.82 8.71 8.60 8.50 16.2500 | 8.39 8.29 8.20 8.10 8.02 16.5000 | 7.94 7.87 7.79 7.73 7.66 16.7500 | 7.60 7.54 7.49 7.43 7.38 17.0000 | 7.33 7.29 7.24 7.19 7.15 17.2500 | 7.10 7.06 7.02 6.98 6.94 17.5000 | 6.89 6.85 6.81 6.77 6.67 17.7500 | 6.58 6.51 6.45 6.40 6.35 18.0000 | 6.31 6.27 6.23 6.19 6.15 18.2500 | 6.11 6.07 6.03 5.99 5.95 18.5000 | 5.91 5.87 5.83 5.80 5.76 18.7500 | 5.72 5.68 5.64 5.60 5.56 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.15 Name.... BASIN3A OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 5.52 5.48 5.44 5.40 5.36 19.2500 | 5.32 5.28 5.24 5.20 5.16 19.5000 | 5.12 5.08 5.04 5.00 4.96 19.7500 | 4.92 4.88 4.84 4.80 4.76 20.0000 | 4.71 4.67 4.63 4.59 4.56 20.2500 | 4.52 4.49 4.46 4.43 4.41 20.5000 | 4.39 4.37 4.36 4.35 4.33 20.7500 | 4.32 4.31 4.30 4.29 4.29 21.0000 | 4.28 4.27 4.26 4.25 4.25 21.2500 | 4.24 4.23 4.22 4.22 4.21 21.5000 | 4.20 4.19 4.18 4.18 4.17 21.7500 | 4.16 4.15 4.15 4.14 4.13 22.0000 | 4.12 4.12 4.11 4.10 4.09 22.2500 | 4.09 4.08 4.07 4.06 4.06 22.5000 | 4.05 4.04 4.03 4.02 4.02 22.7500 | 4.01 4.00 3.99 3.99 3.98 23.0000 | 3.97 3.96 3.96 3.95 3.94 23.2500 | 3.93 3.92 3.92 3.91 3.90 23.5000 | 3.89 3.89 3.88 3.87 3.86 23.7500 | 3.85 3.85 3.84 3.83 3.82 24.0000 | 3.81 3.79 3.74 3.63 3.43 24.2500 | 3.15 2.79 2.41 2.03 1.68 24.5000 | 1.39 1.13 .93 .76 .62 24.7500 | .51 .43 .36 .30 .26 25.0000 | .22 .19 .16 .14 .12 25.2500 | .10 .08 .07 .07 .06 25.5000 | .06 .06 .05 .05 .05 25.7500 | .04 .04 .04 .03 .03 26.0000 | .03 .03 .03 .02 .02 26.2500 | .02 .02 .02 .02 .02 26.5000 | .02 .01 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .01 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.16 Name.... BASIN3A OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.17 Name.... BASIN3A OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3A OUT HYG Tag = 25-yr ----------------------------------- Peak Discharge = 89.69 cfs Time to Peak = 12.4000 hrs HYG Volume = 856289 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.18 Name.... BASIN3A OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.2500 | .00 .00 .00 .00 .00 8.5000 | .01 .01 .02 .03 .04 8.7500 | .05 .07 .11 .16 .22 9.0000 | .27 .33 .41 .48 .56 9.2500 | .64 .73 .82 .90 .98 9.5000 | 1.05 1.13 1.20 1.28 1.36 9.7500 | 1.44 1.52 1.60 1.69 1.78 10.0000 | 1.89 2.00 2.12 2.24 2.36 10.2500 | 2.50 2.64 2.80 2.96 3.13 10.5000 | 3.31 3.51 3.71 3.92 4.15 10.7500 | 4.39 4.66 4.94 5.23 5.55 11.0000 | 5.89 6.26 6.64 6.86 7.03 11.2500 | 7.25 7.53 7.87 8.27 8.76 11.5000 | 9.30 9.95 10.76 11.89 13.60 11.7500 | 16.29 20.54 27.10 36.96 47.93 12.0000 | 57.39 67.51 72.37 74.53 78.32 12.2500 | 82.71 86.33 88.78 89.69 89.52 12.5000 | 88.87 87.91 86.73 85.39 83.54 12.7500 | 81.52 79.48 77.47 75.54 73.66 13.0000 | 71.89 70.19 68.60 67.10 65.71 13.2500 | 64.53 63.43 62.37 61.27 59.00 13.5000 | 56.79 54.78 52.90 51.09 49.33 13.7500 | 47.66 46.01 44.40 42.86 41.41 14.0000 | 37.51 33.85 30.96 27.69 26.21 14.2500 | 23.46 21.34 19.91 18.73 17.77 14.5000 | 16.95 16.24 15.65 15.15 14.71 14.7500 | 14.32 13.99 13.69 13.42 13.18 15.0000 | 12.95 12.75 12.56 12.39 12.22 15.2500 | 12.06 11.91 11.77 11.62 11.49 15.5000 | 11.35 11.22 11.08 10.95 10.83 15.7500 | 10.70 10.57 10.45 10.32 10.20 16.0000 | 10.08 9.95 9.83 9.71 9.59 16.2500 | 9.47 9.36 9.25 9.15 9.05 16.5000 | 8.96 8.88 8.79 8.72 8.64 16.7500 | 8.57 8.51 8.44 8.38 8.32 17.0000 | 8.27 8.21 8.16 8.11 8.06 17.2500 | 8.01 7.97 7.92 7.88 7.83 17.5000 | 7.78 7.74 7.69 7.65 7.61 17.7500 | 7.56 7.52 7.47 7.43 7.38 18.0000 | 7.34 7.29 7.25 7.21 7.16 18.2500 | 7.12 7.07 7.03 6.98 6.94 18.5000 | 6.89 6.85 6.80 6.76 6.61 18.7500 | 6.52 6.45 6.38 6.33 6.28 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.19 Name.... BASIN3A OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 6.23 6.18 6.14 6.09 6.05 19.2500 | 6.00 5.96 5.91 5.86 5.82 19.5000 | 5.77 5.73 5.68 5.64 5.59 19.7500 | 5.54 5.50 5.45 5.41 5.36 20.0000 | 5.32 5.27 5.23 5.18 5.14 20.2500 | 5.10 5.06 5.03 5.00 4.97 20.5000 | 4.95 4.93 4.91 4.90 4.89 20.7500 | 4.87 4.86 4.85 4.84 4.83 21.0000 | 4.82 4.81 4.80 4.79 4.79 21.2500 | 4.78 4.77 4.76 4.75 4.74 21.5000 | 4.73 4.72 4.72 4.71 4.70 21.7500 | 4.69 4.68 4.67 4.66 4.66 22.0000 | 4.65 4.64 4.63 4.62 4.61 22.2500 | 4.60 4.59 4.59 4.58 4.57 22.5000 | 4.56 4.55 4.54 4.53 4.52 22.7500 | 4.52 4.51 4.50 4.49 4.48 23.0000 | 4.47 4.46 4.45 4.45 4.44 23.2500 | 4.43 4.42 4.41 4.40 4.39 23.5000 | 4.39 4.38 4.37 4.36 4.35 23.7500 | 4.34 4.33 4.32 4.31 4.31 24.0000 | 4.29 4.27 4.21 4.08 3.86 24.2500 | 3.53 3.14 2.70 2.27 1.87 24.5000 | 1.54 1.25 1.02 .84 .68 24.7500 | .56 .46 .39 .32 .27 25.0000 | .24 .20 .17 .15 .13 25.2500 | .11 .09 .08 .07 .07 25.5000 | .06 .06 .05 .05 .05 25.7500 | .04 .04 .04 .04 .03 26.0000 | .03 .03 .03 .03 .02 26.2500 | .02 .02 .02 .02 .02 26.5000 | .02 .01 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .01 .01 .00 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.20 Name.... BASIN3A OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.21 Name.... BASIN3A OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3A OUT HYG Tag = 100-yr ----------------------------------- Peak Discharge = 110.98 cfs Time to Peak = 12.4500 hrs HYG Volume = 1179557 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .01 .01 7.5000 | .02 .03 .04 .05 .06 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.22 Name.... BASIN3A OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .08 .13 .17 .22 .26 8.0000 | .31 .37 .43 .49 .56 8.2500 | .62 .68 .75 .82 .89 8.5000 | .96 1.04 1.11 1.20 1.28 8.7500 | 1.38 1.47 1.56 1.66 1.76 9.0000 | 1.87 1.98 2.10 2.21 2.32 9.2500 | 2.44 2.55 2.67 2.78 2.89 9.5000 | 2.99 3.09 3.18 3.28 3.38 9.7500 | 3.48 3.59 3.72 3.85 3.99 10.0000 | 4.15 4.31 4.49 4.69 4.89 10.2500 | 5.10 5.32 5.56 5.82 6.09 10.5000 | 6.38 6.67 6.84 6.96 7.13 10.7500 | 7.32 7.54 7.80 8.09 8.43 11.0000 | 8.80 9.20 9.64 10.12 10.65 11.2500 | 11.23 11.87 12.57 13.38 14.26 11.5000 | 15.24 16.34 17.70 19.55 22.32 11.7500 | 26.60 33.14 42.83 51.02 61.52 12.0000 | 69.43 74.49 80.76 89.99 97.38 12.2500 | 103.03 107.14 109.61 110.76 110.98 12.5000 | 110.81 110.31 109.43 108.22 106.75 12.7500 | 105.06 103.17 101.16 99.02 96.83 13.0000 | 94.63 92.45 90.30 88.29 86.35 13.2500 | 84.47 82.62 79.95 77.50 75.28 13.5000 | 73.24 71.37 69.66 68.05 66.56 13.7500 | 65.21 64.06 63.04 62.02 60.67 14.0000 | 58.40 56.25 54.29 52.44 50.65 14.2500 | 48.95 47.35 45.71 44.17 42.70 14.5000 | 41.30 37.27 33.91 31.21 28.12 14.7500 | 26.92 24.47 22.49 21.16 20.13 15.0000 | 19.27 18.54 17.93 17.40 16.94 15.2500 | 16.54 16.18 15.86 15.57 15.30 15.5000 | 15.06 14.83 14.60 14.40 14.20 15.7500 | 14.01 13.82 13.64 13.46 13.29 16.0000 | 13.11 12.94 12.77 12.60 12.45 16.2500 | 12.29 12.14 12.00 11.86 11.73 16.5000 | 11.61 11.50 11.39 11.29 11.19 16.7500 | 11.10 11.02 10.94 10.86 10.79 17.0000 | 10.72 10.65 10.58 10.51 10.45 17.2500 | 10.38 10.32 10.26 10.20 10.14 17.5000 | 10.08 10.02 9.96 9.90 9.85 17.7500 | 9.79 9.73 9.67 9.61 9.56 18.0000 | 9.50 9.44 9.38 9.33 9.27 18.2500 | 9.21 9.15 9.10 9.04 8.98 18.5000 | 8.92 8.86 8.81 8.75 8.69 18.7500 | 8.63 8.57 8.51 8.45 8.39 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.23 Name.... BASIN3A OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 8.33 8.28 8.22 8.16 8.10 19.2500 | 8.04 7.99 7.93 7.87 7.81 19.5000 | 7.76 7.70 7.64 7.58 7.52 19.7500 | 7.47 7.41 7.35 7.29 7.23 20.0000 | 7.17 7.11 7.05 6.99 6.93 20.2500 | 6.88 6.82 6.77 6.63 6.53 20.5000 | 6.46 6.41 6.38 6.35 6.33 20.7500 | 6.31 6.29 6.28 6.26 6.25 21.0000 | 6.24 6.23 6.21 6.20 6.19 21.2500 | 6.18 6.17 6.16 6.14 6.13 21.5000 | 6.12 6.11 6.10 6.09 6.08 21.7500 | 6.07 6.05 6.04 6.03 6.02 22.0000 | 6.01 6.00 5.98 5.97 5.96 22.2500 | 5.95 5.94 5.93 5.92 5.90 22.5000 | 5.89 5.88 5.87 5.86 5.85 22.7500 | 5.83 5.82 5.81 5.80 5.79 23.0000 | 5.78 5.77 5.75 5.74 5.73 23.2500 | 5.72 5.71 5.70 5.68 5.67 23.5000 | 5.66 5.65 5.64 5.63 5.61 23.7500 | 5.60 5.59 5.58 5.57 5.56 24.0000 | 5.54 5.51 5.43 5.26 4.96 24.2500 | 4.52 3.99 3.43 2.88 2.36 24.5000 | 1.91 1.55 1.26 1.02 .83 24.7500 | .67 .55 .46 .38 .32 25.0000 | .27 .23 .20 .17 .15 25.2500 | .12 .10 .09 .07 .07 25.5000 | .06 .06 .06 .05 .05 25.7500 | .05 .04 .04 .04 .04 26.0000 | .03 .03 .03 .03 .03 26.2500 | .02 .02 .02 .02 .02 26.5000 | .02 .02 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .01 .01 .01 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.24 Name.... BASIN3A OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.25 Name.... BASIN3B IN Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3B IN HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 80.46 cfs Time to Peak = 12.4000 hrs HYG Volume = 747895 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.26 Name.... BASIN3B IN Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.2500 | .00 .00 .00 .00 .00 8.5000 | .00 .00 .00 .00 .00 8.7500 | .00 .00 .00 .00 .01 9.0000 | .01 .02 .03 .04 .06 9.2500 | .08 .13 .18 .24 .29 9.5000 | .36 .43 .50 .57 .64 9.7500 | .72 .80 .88 .95 1.03 10.0000 | 1.12 1.21 1.31 1.41 1.51 10.2500 | 1.62 1.74 1.86 2.00 2.15 10.5000 | 2.30 2.45 2.62 2.80 2.99 10.7500 | 3.18 3.39 3.62 3.87 4.13 11.0000 | 4.41 4.72 5.04 5.38 5.76 11.2500 | 6.18 6.64 6.96 7.19 7.47 11.5000 | 7.83 8.28 8.90 9.79 11.20 11.7500 | 13.47 17.08 22.75 31.49 44.02 12.0000 | 54.24 64.23 71.82 74.85 75.43 12.2500 | 76.98 78.72 79.97 80.46 80.34 12.5000 | 79.75 78.74 77.44 75.96 74.39 12.7500 | 72.79 71.19 69.64 68.14 66.76 13.0000 | 65.53 64.35 63.24 62.12 60.26 13.2500 | 58.01 55.92 53.98 52.11 50.30 13.5000 | 48.59 46.92 45.26 43.68 42.18 13.7500 | 39.29 35.31 32.21 28.74 26.78 14.0000 | 24.47 22.05 20.39 19.07 17.98 14.2500 | 17.04 16.23 15.55 14.96 14.44 14.5000 | 13.99 13.60 13.25 12.94 12.66 14.7500 | 12.42 12.20 12.00 11.81 11.64 15.0000 | 11.47 11.32 11.17 11.03 10.89 15.2500 | 10.76 10.64 10.51 10.39 10.28 15.5000 | 10.16 10.05 9.93 9.82 9.71 15.7500 | 9.60 9.49 9.38 9.27 9.17 16.0000 | 9.06 8.95 8.84 8.73 8.62 16.2500 | 8.52 8.41 8.32 8.22 8.14 16.5000 | 8.06 7.98 7.91 7.84 7.78 16.7500 | 7.72 7.66 7.60 7.55 7.49 17.0000 | 7.44 7.40 7.35 7.30 7.26 17.2500 | 7.21 7.17 7.13 7.08 7.04 17.5000 | 7.00 6.96 6.92 6.88 6.77 17.7500 | 6.68 6.61 6.55 6.50 6.45 18.0000 | 6.41 6.37 6.33 6.29 6.25 18.2500 | 6.21 6.17 6.13 6.09 6.05 18.5000 | 6.01 5.97 5.93 5.89 5.85 18.7500 | 5.81 5.77 5.73 5.68 5.64 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.27 Name.... BASIN3B IN Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 5.60 5.56 5.52 5.48 5.44 19.2500 | 5.40 5.36 5.32 5.28 5.24 19.5000 | 5.20 5.16 5.12 5.08 5.04 19.7500 | 4.99 4.95 4.91 4.87 4.83 20.0000 | 4.79 4.75 4.71 4.67 4.63 20.2500 | 4.59 4.56 4.53 4.50 4.48 20.5000 | 4.46 4.44 4.43 4.42 4.40 20.7500 | 4.39 4.38 4.37 4.36 4.35 21.0000 | 4.35 4.34 4.33 4.32 4.31 21.2500 | 4.31 4.30 4.29 4.28 4.27 21.5000 | 4.27 4.26 4.25 4.24 4.24 21.7500 | 4.23 4.22 4.21 4.21 4.20 22.0000 | 4.19 4.18 4.18 4.17 4.16 22.2500 | 4.15 4.14 4.14 4.13 4.12 22.5000 | 4.11 4.11 4.10 4.09 4.08 22.7500 | 4.07 4.07 4.06 4.05 4.04 23.0000 | 4.03 4.03 4.02 4.01 4.00 23.2500 | 4.00 3.99 3.98 3.97 3.96 23.5000 | 3.96 3.95 3.94 3.93 3.92 23.7500 | 3.92 3.91 3.90 3.89 3.89 24.0000 | 3.88 3.85 3.79 3.67 3.46 24.2500 | 3.17 2.81 2.42 2.04 1.69 24.5000 | 1.39 1.13 .93 .76 .62 24.7500 | .51 .43 .36 .30 .26 25.0000 | .22 .19 .16 .14 .12 25.2500 | .10 .08 .07 .07 .06 25.5000 | .06 .06 .05 .05 .05 25.7500 | .04 .04 .04 .03 .03 26.0000 | .03 .03 .03 .02 .02 26.2500 | .02 .02 .02 .02 .02 26.5000 | .02 .01 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .01 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.28 Name.... BASIN3B IN Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.29 Name.... BASIN3B IN Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3B IN HYG Tag = 25-yr ----------------------------------- Peak Discharge = 90.87 cfs Time to Peak = 12.4000 hrs HYG Volume = 869344 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.30 Name.... BASIN3B IN Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.2500 | .00 .00 .00 .00 .00 8.5000 | .01 .01 .02 .03 .04 8.7500 | .05 .07 .11 .16 .22 9.0000 | .27 .33 .41 .48 .56 9.2500 | .64 .73 .82 .90 .98 9.5000 | 1.06 1.13 1.21 1.29 1.37 9.7500 | 1.45 1.53 1.61 1.70 1.79 10.0000 | 1.90 2.02 2.14 2.26 2.39 10.2500 | 2.52 2.67 2.83 3.00 3.17 10.5000 | 3.35 3.55 3.75 3.97 4.20 10.7500 | 4.45 4.72 5.00 5.30 5.63 11.0000 | 5.98 6.34 6.73 6.96 7.14 11.2500 | 7.37 7.66 8.01 8.43 8.93 11.5000 | 9.49 10.16 11.02 12.24 14.08 11.7500 | 17.00 21.57 28.58 39.11 50.88 12.0000 | 61.08 71.58 76.37 78.01 81.11 12.2500 | 84.89 88.03 90.17 90.87 90.53 12.5000 | 89.75 88.68 87.42 86.01 84.10 12.7500 | 82.04 79.97 77.94 75.98 74.09 13.0000 | 72.30 70.59 68.98 67.47 66.07 13.2500 | 64.87 63.76 62.70 61.59 59.31 13.5000 | 57.09 55.08 53.19 51.37 49.60 13.7500 | 47.93 46.27 44.66 43.12 41.66 14.0000 | 37.75 34.08 31.19 27.92 26.43 14.2500 | 23.68 21.55 20.13 18.94 17.97 14.5000 | 17.15 16.45 15.85 15.35 14.91 14.7500 | 14.52 14.18 13.88 13.61 13.37 15.0000 | 13.14 12.93 12.74 12.57 12.40 15.2500 | 12.24 12.09 11.94 11.79 11.65 15.5000 | 11.52 11.38 11.25 11.11 10.98 15.7500 | 10.85 10.73 10.60 10.47 10.35 16.0000 | 10.22 10.10 9.97 9.85 9.73 16.2500 | 9.61 9.50 9.39 9.29 9.19 16.5000 | 9.10 9.01 8.93 8.85 8.77 16.7500 | 8.70 8.64 8.57 8.51 8.45 17.0000 | 8.39 8.34 8.29 8.23 8.18 17.2500 | 8.14 8.09 8.04 8.00 7.95 17.5000 | 7.90 7.86 7.81 7.77 7.72 17.7500 | 7.68 7.63 7.59 7.54 7.50 18.0000 | 7.45 7.41 7.36 7.32 7.27 18.2500 | 7.23 7.18 7.14 7.09 7.04 18.5000 | 7.00 6.95 6.91 6.86 6.71 18.7500 | 6.62 6.55 6.48 6.43 6.38 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.31 Name.... BASIN3B IN Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 6.33 6.28 6.23 6.19 6.14 19.2500 | 6.10 6.05 6.00 5.96 5.91 19.5000 | 5.86 5.82 5.77 5.72 5.68 19.7500 | 5.63 5.59 5.54 5.49 5.45 20.0000 | 5.40 5.35 5.31 5.26 5.22 20.2500 | 5.18 5.14 5.11 5.08 5.05 20.5000 | 5.03 5.01 4.99 4.98 4.96 20.7500 | 4.95 4.94 4.93 4.92 4.91 21.0000 | 4.90 4.89 4.88 4.87 4.86 21.2500 | 4.85 4.85 4.84 4.83 4.82 21.5000 | 4.81 4.80 4.79 4.78 4.77 21.7500 | 4.77 4.76 4.75 4.74 4.73 22.0000 | 4.72 4.71 4.70 4.70 4.69 22.2500 | 4.68 4.67 4.66 4.65 4.64 22.5000 | 4.63 4.62 4.62 4.61 4.60 22.7500 | 4.59 4.58 4.57 4.56 4.55 23.0000 | 4.54 4.54 4.53 4.52 4.51 23.2500 | 4.50 4.49 4.48 4.47 4.47 23.5000 | 4.46 4.45 4.44 4.43 4.42 23.7500 | 4.41 4.40 4.39 4.38 4.38 24.0000 | 4.36 4.34 4.27 4.13 3.89 24.2500 | 3.55 3.15 2.71 2.28 1.87 24.5000 | 1.54 1.25 1.03 .84 .68 24.7500 | .56 .46 .39 .32 .27 25.0000 | .24 .20 .17 .15 .13 25.2500 | .11 .09 .08 .07 .07 25.5000 | .06 .06 .05 .05 .05 25.7500 | .04 .04 .04 .04 .03 26.0000 | .03 .03 .03 .03 .02 26.2500 | .02 .02 .02 .02 .02 26.5000 | .02 .01 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .01 .01 .00 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.32 Name.... BASIN3B IN Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.33 Name.... BASIN3B IN Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3B IN HYG Tag = 100-yr ----------------------------------- Peak Discharge = 112.37 cfs Time to Peak = 12.4000 hrs HYG Volume = 1197944 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .01 .01 7.5000 | .02 .03 .04 .05 .06 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.34 Name.... BASIN3B IN Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .08 .13 .17 .22 .26 8.0000 | .31 .37 .43 .49 .56 8.2500 | .62 .68 .75 .82 .90 8.5000 | .97 1.04 1.12 1.20 1.29 8.7500 | 1.38 1.48 1.57 1.67 1.77 9.0000 | 1.89 2.00 2.12 2.23 2.35 9.2500 | 2.46 2.58 2.70 2.81 2.92 9.5000 | 3.02 3.12 3.22 3.32 3.42 9.7500 | 3.52 3.64 3.76 3.89 4.04 10.0000 | 4.20 4.37 4.55 4.75 4.95 10.2500 | 5.17 5.40 5.64 5.90 6.18 10.5000 | 6.47 6.77 6.94 7.07 7.24 10.7500 | 7.44 7.67 7.94 8.23 8.58 11.0000 | 8.96 9.37 9.82 10.31 10.85 11.2500 | 11.45 12.11 12.83 13.66 14.56 11.5000 | 15.56 16.70 18.13 20.12 23.10 11.7500 | 27.72 34.74 45.09 54.22 65.83 12.0000 | 74.73 80.28 86.38 94.85 101.27 12.2500 | 106.05 109.50 111.53 112.37 112.35 12.5000 | 112.00 111.36 110.36 109.06 107.52 12.7500 | 105.77 103.83 101.78 99.62 97.40 13.0000 | 95.18 92.98 90.81 88.78 86.83 13.2500 | 84.94 83.07 80.39 77.93 75.70 13.5000 | 73.65 71.76 70.04 68.43 66.93 13.7500 | 65.57 64.41 63.38 62.36 61.00 14.0000 | 58.72 56.56 54.59 52.74 50.94 14.2500 | 49.24 47.63 45.99 44.44 42.98 14.5000 | 41.57 37.54 34.18 31.47 28.38 14.7500 | 27.17 24.73 22.74 21.41 20.38 15.0000 | 19.51 18.78 18.17 17.64 17.18 15.2500 | 16.77 16.41 16.08 15.80 15.53 15.5000 | 15.28 15.04 14.82 14.61 14.41 15.7500 | 14.21 14.03 13.84 13.66 13.48 16.0000 | 13.31 13.13 12.96 12.79 12.63 16.2500 | 12.47 12.32 12.18 12.04 11.91 16.5000 | 11.79 11.67 11.57 11.46 11.37 16.7500 | 11.28 11.19 11.11 11.03 10.96 17.0000 | 10.88 10.81 10.74 10.68 10.61 17.2500 | 10.55 10.48 10.42 10.36 10.30 17.5000 | 10.24 10.18 10.12 10.06 10.00 17.7500 | 9.94 9.88 9.82 9.76 9.70 18.0000 | 9.65 9.59 9.53 9.47 9.41 18.2500 | 9.36 9.30 9.24 9.18 9.12 18.5000 | 9.06 9.00 8.94 8.88 8.82 18.7500 | 8.76 8.70 8.64 8.58 8.52 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.35 Name.... BASIN3B IN Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 8.46 8.40 8.34 8.28 8.22 19.2500 | 8.17 8.11 8.05 7.99 7.93 19.5000 | 7.88 7.82 7.76 7.70 7.64 19.7500 | 7.58 7.52 7.46 7.40 7.34 20.0000 | 7.28 7.22 7.16 7.10 7.04 20.2500 | 6.98 6.93 6.88 6.74 6.63 20.5000 | 6.56 6.52 6.48 6.45 6.43 20.7500 | 6.41 6.40 6.38 6.37 6.35 21.0000 | 6.34 6.33 6.32 6.30 6.29 21.2500 | 6.28 6.27 6.26 6.25 6.23 21.5000 | 6.22 6.21 6.20 6.19 6.18 21.7500 | 6.16 6.15 6.14 6.13 6.12 22.0000 | 6.11 6.10 6.08 6.07 6.06 22.2500 | 6.05 6.04 6.02 6.01 6.00 22.5000 | 5.99 5.98 5.97 5.95 5.94 22.7500 | 5.93 5.92 5.91 5.90 5.88 23.0000 | 5.87 5.86 5.85 5.84 5.82 23.2500 | 5.81 5.80 5.79 5.78 5.77 23.5000 | 5.75 5.74 5.73 5.72 5.71 23.7500 | 5.69 5.68 5.67 5.66 5.65 24.0000 | 5.63 5.60 5.51 5.33 5.00 24.2500 | 4.55 4.01 3.44 2.88 2.36 24.5000 | 1.91 1.55 1.26 1.02 .83 24.7500 | .67 .55 .46 .38 .32 25.0000 | .27 .23 .20 .17 .15 25.2500 | .12 .10 .09 .07 .07 25.5000 | .06 .06 .06 .05 .05 25.7500 | .05 .04 .04 .04 .04 26.0000 | .03 .03 .03 .03 .03 26.2500 | .02 .02 .02 .02 .02 26.5000 | .02 .02 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .01 .01 .01 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.36 Name.... BASIN3B IN Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.37 Name.... BASIN3B OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3B OUT HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 77.35 cfs Time to Peak = 12.6000 hrs HYG Volume = 747909 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.38 Name.... BASIN3B OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.2500 | .00 .00 .00 .00 .00 8.5000 | .00 .00 .00 .00 .00 8.7500 | .00 .00 .00 .00 .00 9.0000 | .00 .00 .01 .01 .01 9.2500 | .02 .03 .04 .07 .12 9.5000 | .17 .23 .30 .38 .45 9.7500 | .53 .62 .70 .78 .87 10.0000 | .95 1.04 1.13 1.22 1.26 10.2500 | 1.31 1.37 1.44 1.51 1.60 10.5000 | 1.70 1.81 1.94 2.08 2.22 10.7500 | 2.38 2.55 2.74 2.94 3.15 11.0000 | 3.39 3.64 3.90 4.20 4.52 11.2500 | 4.85 5.22 5.60 5.97 6.32 11.5000 | 6.66 7.03 7.44 7.95 8.65 11.7500 | 9.69 11.31 13.93 18.16 24.85 12.0000 | 31.49 38.70 46.62 54.04 59.97 12.2500 | 64.60 68.38 71.52 73.86 75.39 12.5000 | 76.48 77.13 77.35 77.20 76.73 12.7500 | 75.99 75.05 73.96 72.69 71.18 13.0000 | 69.74 68.37 67.06 65.81 64.50 13.2500 | 62.97 61.25 59.47 57.65 55.84 13.5000 | 54.05 52.28 50.55 48.88 47.24 13.7500 | 45.45 43.23 40.69 37.97 35.30 14.0000 | 32.79 30.36 28.07 25.68 23.17 14.2500 | 21.23 19.67 18.42 17.38 16.50 14.5000 | 15.77 15.14 14.59 14.13 13.72 14.7500 | 13.35 13.03 12.75 12.49 12.26 15.0000 | 12.04 11.84 11.66 11.49 11.34 15.2500 | 11.19 11.04 10.91 10.77 10.64 15.5000 | 10.52 10.40 10.28 10.17 10.05 15.7500 | 9.94 9.83 9.72 9.60 9.50 16.0000 | 9.39 9.28 9.17 9.06 8.95 16.2500 | 8.85 8.74 8.64 8.54 8.44 16.5000 | 8.34 8.25 8.17 8.09 8.01 16.7500 | 7.94 7.87 7.81 7.74 7.68 17.0000 | 7.63 7.57 7.52 7.47 7.42 17.2500 | 7.37 7.32 7.28 7.23 7.19 17.5000 | 7.14 7.10 7.06 7.02 6.97 17.7500 | 6.90 6.83 6.77 6.70 6.65 18.0000 | 6.59 6.54 6.49 6.45 6.40 18.2500 | 6.36 6.31 6.27 6.23 6.19 18.5000 | 6.15 6.11 6.07 6.02 5.98 18.7500 | 5.94 5.90 5.86 5.82 5.78 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.39 Name.... BASIN3B OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 5.74 5.70 5.66 5.63 5.59 19.2500 | 5.55 5.51 5.47 5.43 5.39 19.5000 | 5.35 5.31 5.27 5.23 5.19 19.7500 | 5.15 5.10 5.06 5.02 4.98 20.0000 | 4.94 4.90 4.86 4.82 4.78 20.2500 | 4.74 4.70 4.66 4.63 4.60 20.5000 | 4.57 4.54 4.52 4.50 4.48 20.7500 | 4.46 4.44 4.43 4.41 4.40 21.0000 | 4.39 4.38 4.37 4.36 4.35 21.2500 | 4.34 4.33 4.32 4.31 4.31 21.5000 | 4.30 4.29 4.28 4.27 4.27 21.7500 | 4.26 4.25 4.24 4.24 4.23 22.0000 | 4.22 4.21 4.21 4.20 4.19 22.2500 | 4.18 4.17 4.17 4.16 4.15 22.5000 | 4.14 4.14 4.13 4.12 4.11 22.7500 | 4.10 4.10 4.09 4.08 4.07 23.0000 | 4.07 4.06 4.05 4.04 4.03 23.2500 | 4.03 4.02 4.01 4.00 3.99 23.5000 | 3.99 3.98 3.97 3.96 3.96 23.7500 | 3.95 3.94 3.93 3.92 3.92 24.0000 | 3.91 3.90 3.88 3.85 3.79 24.2500 | 3.69 3.54 3.35 3.11 2.86 24.5000 | 2.60 2.34 2.11 1.89 1.68 24.7500 | 1.51 1.34 1.14 .80 .61 25.0000 | .47 .38 .32 .27 .22 25.2500 | .19 .17 .15 .13 .11 25.5000 | .10 .09 .08 .08 .07 25.7500 | .06 .06 .05 .05 .05 26.0000 | .05 .04 .04 .04 .04 26.2500 | .04 .04 .03 .03 .03 26.5000 | .03 .03 .03 .03 .02 26.7500 | .02 .02 .02 .02 .02 27.0000 | .02 .02 .01 .01 .01 27.2500 | .01 .01 .01 .01 .01 27.5000 | .01 .01 .01 .01 .01 27.7500 | .01 .01 .01 .01 .01 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.40 Name.... BASIN3B OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.41 Name.... BASIN3B OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3B OUT HYG Tag = 25-yr ----------------------------------- Peak Discharge = 86.46 cfs Time to Peak = 12.6500 hrs HYG Volume = 869357 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.42 Name.... BASIN3B OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.2500 | .00 .00 .00 .00 .00 8.5000 | .00 .00 .00 .01 .01 8.7500 | .01 .02 .03 .04 .06 9.0000 | .10 .15 .20 .28 .36 9.2500 | .43 .53 .62 .71 .79 9.5000 | .89 .97 1.05 1.14 1.22 9.7500 | 1.25 1.29 1.33 1.38 1.44 10.0000 | 1.50 1.58 1.65 1.74 1.84 10.2500 | 1.95 2.07 2.19 2.32 2.46 10.5000 | 2.62 2.78 2.95 3.13 3.33 10.7500 | 3.54 3.76 4.01 4.27 4.54 11.0000 | 4.83 5.15 5.48 5.82 6.13 11.2500 | 6.42 6.70 7.00 7.32 7.68 11.5000 | 8.10 8.58 9.14 9.84 10.80 11.7500 | 12.22 14.39 17.83 23.24 29.69 12.0000 | 36.45 44.43 52.59 59.50 65.21 12.2500 | 70.29 74.60 78.01 80.97 83.25 12.5000 | 84.85 85.86 86.38 86.46 86.13 12.7500 | 85.41 84.39 83.13 81.68 80.11 13.0000 | 78.48 76.82 75.17 73.54 71.69 13.2500 | 69.90 68.31 66.86 65.51 64.07 13.5000 | 62.40 60.59 58.77 56.94 55.13 13.7500 | 53.35 51.59 49.89 48.24 46.62 14.0000 | 44.73 42.34 39.74 37.04 34.48 14.2500 | 32.05 29.65 27.46 24.95 22.68 14.5000 | 20.93 19.53 18.41 17.49 16.72 14.7500 | 16.07 15.52 15.04 14.63 14.27 15.0000 | 13.96 13.67 13.41 13.18 12.96 15.2500 | 12.77 12.58 12.41 12.24 12.08 15.5000 | 11.93 11.78 11.64 11.51 11.37 15.7500 | 11.24 11.11 10.98 10.85 10.72 16.0000 | 10.59 10.46 10.34 10.22 10.10 16.2500 | 9.97 9.85 9.74 9.62 9.51 16.5000 | 9.41 9.31 9.21 9.12 9.03 16.7500 | 8.95 8.87 8.80 8.73 8.66 17.0000 | 8.59 8.53 8.47 8.41 8.36 17.2500 | 8.30 8.25 8.20 8.15 8.10 17.5000 | 8.05 8.01 7.96 7.91 7.87 17.7500 | 7.82 7.78 7.73 7.69 7.65 18.0000 | 7.60 7.55 7.51 7.46 7.42 18.2500 | 7.37 7.33 7.28 7.24 7.19 18.5000 | 7.15 7.10 7.06 7.01 6.95 18.7500 | 6.88 6.80 6.73 6.66 6.59 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.43 Name.... BASIN3B OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 6.53 6.47 6.42 6.37 6.32 19.2500 | 6.27 6.22 6.17 6.12 6.07 19.5000 | 6.03 5.98 5.93 5.89 5.84 19.7500 | 5.79 5.75 5.70 5.66 5.61 20.0000 | 5.57 5.52 5.48 5.43 5.39 20.2500 | 5.34 5.30 5.26 5.22 5.18 20.5000 | 5.15 5.12 5.09 5.07 5.04 20.7500 | 5.02 5.00 4.99 4.97 4.96 21.0000 | 4.95 4.93 4.92 4.91 4.90 21.2500 | 4.89 4.88 4.87 4.86 4.85 21.5000 | 4.84 4.84 4.83 4.82 4.81 21.7500 | 4.80 4.79 4.78 4.77 4.76 22.0000 | 4.76 4.75 4.74 4.73 4.72 22.2500 | 4.71 4.70 4.69 4.69 4.68 22.5000 | 4.67 4.66 4.65 4.64 4.63 22.7500 | 4.62 4.61 4.61 4.60 4.59 23.0000 | 4.58 4.57 4.56 4.55 4.54 23.2500 | 4.53 4.53 4.52 4.51 4.50 23.5000 | 4.49 4.48 4.47 4.46 4.46 23.7500 | 4.45 4.44 4.43 4.42 4.41 24.0000 | 4.40 4.39 4.37 4.33 4.26 24.2500 | 4.14 3.96 3.73 3.47 3.18 24.5000 | 2.88 2.59 2.31 2.07 1.83 24.7500 | 1.63 1.46 1.29 1.02 .73 25.0000 | .55 .43 .36 .29 .24 25.2500 | .20 .18 .16 .14 .12 25.5000 | .11 .10 .09 .08 .07 25.7500 | .07 .06 .06 .05 .05 26.0000 | .05 .05 .04 .04 .04 26.2500 | .04 .04 .03 .03 .03 26.5000 | .03 .03 .03 .03 .02 26.7500 | .02 .02 .02 .02 .02 27.0000 | .02 .02 .02 .01 .01 27.2500 | .01 .01 .01 .01 .01 27.5000 | .01 .01 .01 .01 .01 27.7500 | .01 .01 .01 .01 .01 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.44 Name.... BASIN3B OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.45 Name.... BASIN3B OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr ICPM HYDROGRAPH... HYG file = HYG ID = BASIN3B OUT HYG Tag = 100-yr ----------------------------------- Peak Discharge = 109.60 cfs Time to Peak = 12.6500 hrs HYG Volume = 1197965 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .00 .00 .00 .00 .00 .2500 | .00 .00 .00 .00 .00 .5000 | .00 .00 .00 .00 .00 .7500 | .00 .00 .00 .00 .00 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .00 .00 3.5000 | .00 .00 .00 .00 .00 3.7500 | .00 .00 .00 .00 .00 4.0000 | .00 .00 .00 .00 .00 4.2500 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 4.7500 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.2500 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 5.7500 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.2500 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 6.7500 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.2500 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .01 .01 .02 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.46 Name.... BASIN3B OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7500 | .02 .03 .04 .07 .11 8.0000 | .15 .19 .26 .32 .39 8.2500 | .45 .52 .60 .67 .74 8.5000 | .81 .89 .97 1.05 1.13 8.7500 | 1.22 1.25 1.30 1.35 1.41 9.0000 | 1.47 1.55 1.63 1.71 1.81 9.2500 | 1.92 2.02 2.13 2.24 2.35 9.5000 | 2.47 2.59 2.70 2.81 2.92 9.7500 | 3.03 3.14 3.26 3.38 3.50 10.0000 | 3.63 3.77 3.92 4.09 4.26 10.2500 | 4.45 4.64 4.84 5.07 5.30 10.5000 | 5.54 5.81 6.08 6.31 6.53 10.7500 | 6.74 6.95 7.18 7.42 7.68 11.0000 | 7.97 8.30 8.66 9.05 9.48 11.2500 | 9.96 10.48 11.06 11.71 12.44 11.5000 | 13.24 14.14 15.17 16.44 18.12 11.7500 | 20.56 24.24 28.87 34.18 40.98 12.0000 | 48.97 56.94 64.43 71.91 78.27 12.2500 | 84.24 89.76 94.59 98.69 103.30 12.5000 | 106.76 108.68 109.53 109.60 109.09 12.7500 | 108.13 106.83 105.26 103.48 101.77 13.0000 | 99.93 98.11 96.67 95.07 93.39 13.2500 | 91.64 89.86 87.96 85.87 83.78 13.5000 | 81.64 79.53 77.50 75.56 73.71 13.7500 | 71.69 69.77 68.10 66.60 65.20 14.0000 | 63.68 61.95 60.14 58.31 56.49 14.2500 | 54.70 52.94 51.22 49.56 47.95 14.5000 | 46.38 44.52 42.18 39.67 37.09 14.7500 | 34.67 32.42 30.21 28.17 26.19 15.0000 | 24.00 22.31 21.00 19.96 19.10 15.2500 | 18.40 17.80 17.29 16.85 16.47 15.5000 | 16.12 15.81 15.53 15.27 15.03 15.7500 | 14.80 14.58 14.38 14.19 14.00 16.0000 | 13.81 13.62 13.44 13.27 13.09 16.2500 | 12.93 12.77 12.61 12.46 12.31 16.5000 | 12.17 12.04 11.91 11.79 11.67 16.7500 | 11.57 11.47 11.38 11.29 11.20 17.0000 | 11.12 11.04 10.96 10.89 10.82 17.2500 | 10.75 10.68 10.61 10.55 10.48 17.5000 | 10.42 10.36 10.30 10.24 10.18 17.7500 | 10.12 10.06 10.00 9.94 9.88 18.0000 | 9.83 9.77 9.71 9.65 9.59 18.2500 | 9.53 9.48 9.42 9.36 9.30 18.5000 | 9.24 9.18 9.12 9.06 9.01 18.7500 | 8.95 8.89 8.83 8.77 8.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.47 Name.... BASIN3B OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.0000 | 8.65 8.59 8.53 8.47 8.41 19.2500 | 8.35 8.29 8.23 8.18 8.12 19.5000 | 8.06 8.00 7.94 7.88 7.83 19.7500 | 7.77 7.71 7.65 7.60 7.54 20.0000 | 7.48 7.42 7.36 7.30 7.24 20.2500 | 7.18 7.12 7.06 6.99 6.91 20.5000 | 6.83 6.75 6.69 6.63 6.58 20.7500 | 6.54 6.51 6.48 6.45 6.43 21.0000 | 6.41 6.39 6.37 6.36 6.34 21.2500 | 6.33 6.31 6.30 6.29 6.28 21.5000 | 6.26 6.25 6.24 6.23 6.22 21.7500 | 6.21 6.19 6.18 6.17 6.16 22.0000 | 6.15 6.14 6.12 6.11 6.10 22.2500 | 6.09 6.08 6.07 6.05 6.04 22.5000 | 6.03 6.02 6.01 6.00 5.98 22.7500 | 5.97 5.96 5.95 5.94 5.92 23.0000 | 5.91 5.90 5.89 5.88 5.87 23.2500 | 5.85 5.84 5.83 5.82 5.81 23.5000 | 5.80 5.78 5.77 5.76 5.75 23.7500 | 5.74 5.72 5.71 5.70 5.69 24.0000 | 5.68 5.66 5.64 5.58 5.48 24.2500 | 5.32 5.07 4.75 4.39 3.98 24.5000 | 3.58 3.19 2.83 2.50 2.21 24.7500 | 1.95 1.72 1.53 1.35 1.14 25.0000 | .79 .59 .45 .37 .30 25.2500 | .25 .21 .18 .15 .14 25.5000 | .12 .11 .10 .09 .08 25.7500 | .07 .06 .06 .05 .05 26.0000 | .05 .05 .05 .04 .04 26.2500 | .04 .04 .04 .03 .03 26.5000 | .03 .03 .03 .03 .03 26.7500 | .02 .02 .02 .02 .02 27.0000 | .02 .02 .02 .02 .01 27.2500 | .01 .01 .01 .01 .01 27.5000 | .01 .01 .01 .01 .01 27.7500 | .01 .01 .01 .01 .01 28.0000 | .01 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 28.7500 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.2500 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.48 Name.... BASIN3B OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.2500 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 30.7500 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.2500 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 32.7500 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.2500 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 33.7500 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.2500 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 34.7500 | .00 .00 .00 .00 .00 35.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.49 Name.... ROUTE 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr ICPM HYDROGRAPH... HYG file = HYG ID = ROUTE 30 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 79.47 cfs Time to Peak = 12.4500 hrs HYG Volume = 736779 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.8000 | .00 .00 .00 .01 .01 9.0500 | .02 .03 .04 .06 .08 9.3000 | .13 .18 .24 .29 .36 9.5500 | .43 .50 .57 .64 .72 9.8000 | .80 .87 .95 1.03 1.11 10.0500 | 1.20 1.30 1.40 1.50 1.61 10.3000 | 1.72 1.85 1.99 2.13 2.27 10.5500 | 2.43 2.59 2.77 2.95 3.15 10.8000 | 3.35 3.58 3.82 4.08 4.36 11.0500 | 4.66 4.97 5.31 5.68 6.09 11.3000 | 6.54 6.86 7.07 7.34 7.69 11.5500 | 8.11 8.70 9.52 10.83 12.91 11.8000 | 16.25 21.55 29.72 41.57 51.14 12.0500 | 60.79 68.43 71.88 73.04 75.12 12.3000 | 77.26 78.77 79.45 79.47 78.99 12.5500 | 78.07 76.85 75.43 73.90 72.33 12.8000 | 70.77 69.24 67.76 66.39 65.17 13.0500 | 64.01 62.91 61.80 59.95 57.71 13.3000 | 55.63 53.69 51.83 50.02 48.33 13.5500 | 46.67 45.01 43.43 41.94 39.06 13.8000 | 35.08 31.98 28.52 26.56 24.27 14.0500 | 21.85 20.19 18.87 17.79 16.85 14.3000 | 16.05 15.37 14.78 14.26 13.81 14.5500 | 13.42 13.07 12.76 12.49 12.25 14.8000 | 12.03 11.83 11.65 11.47 11.31 15.0500 | 11.16 11.01 10.87 10.74 10.61 15.3000 | 10.48 10.36 10.24 10.13 10.02 15.5500 | 9.90 9.79 9.68 9.57 9.46 15.8000 | 9.36 9.25 9.14 9.04 8.93 16.0500 | 8.82 8.71 8.60 8.50 8.39 16.3000 | 8.29 8.20 8.10 8.02 7.94 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.50 Name.... ROUTE 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.5500 | 7.87 7.79 7.73 7.66 7.60 16.8000 | 7.54 7.49 7.43 7.38 7.33 17.0500 | 7.29 7.24 7.19 7.15 7.10 17.3000 | 7.06 7.02 6.98 6.94 6.89 17.5500 | 6.85 6.81 6.77 6.67 6.58 17.8000 | 6.51 6.45 6.40 6.35 6.31 18.0500 | 6.27 6.23 6.19 6.15 6.11 18.3000 | 6.07 6.03 5.99 5.95 5.91 18.5500 | 5.87 5.83 5.80 5.76 5.72 18.8000 | 5.68 5.64 5.60 5.56 5.52 19.0500 | 5.48 5.44 5.40 5.36 5.32 19.3000 | 5.28 5.24 5.20 5.16 5.12 19.5500 | 5.08 5.04 5.00 4.96 4.92 19.8000 | 4.88 4.84 4.80 4.76 4.71 20.0500 | 4.67 4.63 4.59 4.56 4.52 20.3000 | 4.49 4.46 4.43 4.41 4.39 20.5500 | 4.37 4.36 4.35 4.33 4.32 20.8000 | 4.31 4.30 4.29 4.29 4.28 21.0500 | 4.27 4.26 4.25 4.25 4.24 21.3000 | 4.23 4.22 4.22 4.21 4.20 21.5500 | 4.19 4.18 4.18 4.17 4.16 21.8000 | 4.15 4.15 4.14 4.13 4.12 22.0500 | 4.12 4.11 4.10 4.09 4.09 22.3000 | 4.08 4.07 4.06 4.06 4.05 22.5500 | 4.04 4.03 4.02 4.02 4.01 22.8000 | 4.00 3.99 3.99 3.98 3.97 23.0500 | 3.96 3.96 3.95 3.94 3.93 23.3000 | 3.92 3.92 3.91 3.90 3.89 23.5500 | 3.89 3.88 3.87 3.86 3.85 23.8000 | 3.85 3.84 3.83 3.82 3.81 24.0500 | 3.79 3.74 3.63 3.43 3.15 24.3000 | 2.79 2.41 2.03 1.68 1.39 24.5500 | 1.13 .93 .76 .62 .51 24.8000 | .43 .36 .30 .26 .22 25.0500 | .19 .16 .14 .12 .10 25.3000 | .08 .07 .07 .06 .06 25.5500 | .06 .05 .05 .05 .04 25.8000 | .04 .04 .03 .03 .03 26.0500 | .03 .03 .02 .02 .02 26.3000 | .02 .02 .02 .02 .02 26.5500 | .01 .01 .01 .01 .01 26.8000 | .01 .01 .01 .01 .01 27.0500 | .01 .01 .01 .01 .01 27.3000 | .01 .00 .00 .00 .00 27.5500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.51 Name.... ROUTE 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.8000 | .00 .00 .00 .00 .00 28.0500 | .00 .00 .00 .00 .00 28.3000 | .00 .00 .00 .00 .00 28.5500 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.52 Name.... ROUTE 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr ICPM HYDROGRAPH... HYG file = HYG ID = ROUTE 30 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 79.47 cfs Time to Peak = 12.4500 hrs HYG Volume = 736779 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.8000 | .00 .00 .00 .01 .01 9.0500 | .02 .03 .04 .06 .08 9.3000 | .13 .18 .24 .29 .36 9.5500 | .43 .50 .57 .64 .72 9.8000 | .80 .87 .95 1.03 1.11 10.0500 | 1.20 1.30 1.40 1.50 1.61 10.3000 | 1.72 1.85 1.99 2.13 2.27 10.5500 | 2.43 2.59 2.77 2.95 3.15 10.8000 | 3.35 3.58 3.82 4.08 4.36 11.0500 | 4.66 4.97 5.31 5.68 6.09 11.3000 | 6.54 6.86 7.07 7.34 7.69 11.5500 | 8.11 8.70 9.52 10.83 12.91 11.8000 | 16.25 21.55 29.72 41.57 51.14 12.0500 | 60.79 68.43 71.88 73.04 75.12 12.3000 | 77.26 78.77 79.45 79.47 78.99 12.5500 | 78.07 76.85 75.43 73.90 72.33 12.8000 | 70.77 69.24 67.76 66.39 65.17 13.0500 | 64.01 62.91 61.80 59.95 57.71 13.3000 | 55.63 53.69 51.83 50.02 48.33 13.5500 | 46.67 45.01 43.43 41.94 39.06 13.8000 | 35.08 31.98 28.52 26.56 24.27 14.0500 | 21.85 20.19 18.87 17.79 16.85 14.3000 | 16.05 15.37 14.78 14.26 13.81 14.5500 | 13.42 13.07 12.76 12.49 12.25 14.8000 | 12.03 11.83 11.65 11.47 11.31 15.0500 | 11.16 11.01 10.87 10.74 10.61 15.3000 | 10.48 10.36 10.24 10.13 10.02 15.5500 | 9.90 9.79 9.68 9.57 9.46 15.8000 | 9.36 9.25 9.14 9.04 8.93 16.0500 | 8.82 8.71 8.60 8.50 8.39 16.3000 | 8.29 8.20 8.10 8.02 7.94 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.53 Name.... ROUTE 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.5500 | 7.87 7.79 7.73 7.66 7.60 16.8000 | 7.54 7.49 7.43 7.38 7.33 17.0500 | 7.29 7.24 7.19 7.15 7.10 17.3000 | 7.06 7.02 6.98 6.94 6.89 17.5500 | 6.85 6.81 6.77 6.67 6.58 17.8000 | 6.51 6.45 6.40 6.35 6.31 18.0500 | 6.27 6.23 6.19 6.15 6.11 18.3000 | 6.07 6.03 5.99 5.95 5.91 18.5500 | 5.87 5.83 5.80 5.76 5.72 18.8000 | 5.68 5.64 5.60 5.56 5.52 19.0500 | 5.48 5.44 5.40 5.36 5.32 19.3000 | 5.28 5.24 5.20 5.16 5.12 19.5500 | 5.08 5.04 5.00 4.96 4.92 19.8000 | 4.88 4.84 4.80 4.76 4.71 20.0500 | 4.67 4.63 4.59 4.56 4.52 20.3000 | 4.49 4.46 4.43 4.41 4.39 20.5500 | 4.37 4.36 4.35 4.33 4.32 20.8000 | 4.31 4.30 4.29 4.29 4.28 21.0500 | 4.27 4.26 4.25 4.25 4.24 21.3000 | 4.23 4.22 4.22 4.21 4.20 21.5500 | 4.19 4.18 4.18 4.17 4.16 21.8000 | 4.15 4.15 4.14 4.13 4.12 22.0500 | 4.12 4.11 4.10 4.09 4.09 22.3000 | 4.08 4.07 4.06 4.06 4.05 22.5500 | 4.04 4.03 4.02 4.02 4.01 22.8000 | 4.00 3.99 3.99 3.98 3.97 23.0500 | 3.96 3.96 3.95 3.94 3.93 23.3000 | 3.92 3.92 3.91 3.90 3.89 23.5500 | 3.89 3.88 3.87 3.86 3.85 23.8000 | 3.85 3.84 3.83 3.82 3.81 24.0500 | 3.79 3.74 3.63 3.43 3.15 24.3000 | 2.79 2.41 2.03 1.68 1.39 24.5500 | 1.13 .93 .76 .62 .51 24.8000 | .43 .36 .30 .26 .22 25.0500 | .19 .16 .14 .12 .10 25.3000 | .08 .07 .07 .06 .06 25.5500 | .06 .05 .05 .05 .04 25.8000 | .04 .04 .03 .03 .03 26.0500 | .03 .03 .02 .02 .02 26.3000 | .02 .02 .02 .02 .02 26.5500 | .01 .01 .01 .01 .01 26.8000 | .01 .01 .01 .01 .01 27.0500 | .01 .01 .01 .01 .01 27.3000 | .01 .00 .00 .00 .00 27.5500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.54 Name.... ROUTE 30 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.8000 | .00 .00 .00 .00 .00 28.0500 | .00 .00 .00 .00 .00 28.3000 | .00 .00 .00 .00 .00 28.5500 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.55 Name.... ROUTE 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr ICPM HYDROGRAPH... HYG file = HYG ID = ROUTE 30 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 89.69 cfs Time to Peak = 12.4000 hrs HYG Volume = 856280 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.3500 | .00 .00 .00 .01 .01 8.6000 | .02 .03 .04 .05 .07 8.8500 | .11 .16 .22 .27 .33 9.1000 | .41 .48 .56 .64 .73 9.3500 | .82 .90 .98 1.05 1.13 9.6000 | 1.20 1.28 1.36 1.44 1.52 9.8500 | 1.60 1.69 1.78 1.89 2.00 10.1000 | 2.12 2.24 2.36 2.50 2.64 10.3500 | 2.80 2.96 3.13 3.31 3.51 10.6000 | 3.71 3.92 4.15 4.39 4.66 10.8500 | 4.94 5.23 5.55 5.89 6.26 11.1000 | 6.64 6.86 7.03 7.25 7.53 11.3500 | 7.87 8.27 8.76 9.30 9.95 11.6000 | 10.76 11.89 13.60 16.29 20.54 11.8500 | 27.10 36.96 47.93 57.39 67.51 12.1000 | 72.37 74.53 78.32 82.71 86.33 12.3500 | 88.78 89.69 89.52 88.87 87.91 12.6000 | 86.73 85.39 83.54 81.52 79.48 12.8500 | 77.47 75.54 73.66 71.89 70.19 13.1000 | 68.60 67.10 65.71 64.53 63.43 13.3500 | 62.37 61.27 59.00 56.79 54.78 13.6000 | 52.90 51.09 49.33 47.66 46.01 13.8500 | 44.40 42.86 41.41 37.51 33.85 14.1000 | 30.96 27.69 26.21 23.46 21.34 14.3500 | 19.91 18.73 17.77 16.95 16.24 14.6000 | 15.65 15.15 14.71 14.32 13.99 14.8500 | 13.69 13.42 13.18 12.95 12.75 15.1000 | 12.56 12.39 12.22 12.06 11.91 15.3500 | 11.77 11.62 11.49 11.35 11.22 15.6000 | 11.08 10.95 10.83 10.70 10.57 15.8500 | 10.45 10.32 10.20 10.08 9.95 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.56 Name.... ROUTE 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.1000 | 9.83 9.71 9.59 9.47 9.36 16.3500 | 9.25 9.15 9.05 8.96 8.88 16.6000 | 8.79 8.72 8.64 8.57 8.51 16.8500 | 8.44 8.38 8.32 8.27 8.21 17.1000 | 8.16 8.11 8.06 8.01 7.97 17.3500 | 7.92 7.88 7.83 7.78 7.74 17.6000 | 7.69 7.65 7.61 7.56 7.52 17.8500 | 7.47 7.43 7.38 7.34 7.29 18.1000 | 7.25 7.21 7.16 7.12 7.07 18.3500 | 7.03 6.98 6.94 6.89 6.85 18.6000 | 6.80 6.76 6.61 6.52 6.45 18.8500 | 6.38 6.33 6.28 6.23 6.18 19.1000 | 6.14 6.09 6.05 6.00 5.96 19.3500 | 5.91 5.86 5.82 5.77 5.73 19.6000 | 5.68 5.64 5.59 5.54 5.50 19.8500 | 5.45 5.41 5.36 5.32 5.27 20.1000 | 5.23 5.18 5.14 5.10 5.06 20.3500 | 5.03 5.00 4.97 4.95 4.93 20.6000 | 4.91 4.90 4.89 4.87 4.86 20.8500 | 4.85 4.84 4.83 4.82 4.81 21.1000 | 4.80 4.79 4.79 4.78 4.77 21.3500 | 4.76 4.75 4.74 4.73 4.72 21.6000 | 4.72 4.71 4.70 4.69 4.68 21.8500 | 4.67 4.66 4.66 4.65 4.64 22.1000 | 4.63 4.62 4.61 4.60 4.59 22.3500 | 4.59 4.58 4.57 4.56 4.55 22.6000 | 4.54 4.53 4.52 4.52 4.51 22.8500 | 4.50 4.49 4.48 4.47 4.46 23.1000 | 4.45 4.45 4.44 4.43 4.42 23.3500 | 4.41 4.40 4.39 4.39 4.38 23.6000 | 4.37 4.36 4.35 4.34 4.33 23.8500 | 4.32 4.31 4.31 4.29 4.27 24.1000 | 4.21 4.08 3.86 3.53 3.14 24.3500 | 2.70 2.27 1.87 1.54 1.25 24.6000 | 1.02 .84 .68 .56 .46 24.8500 | .39 .32 .27 .24 .20 25.1000 | .17 .15 .13 .11 .09 25.3500 | .08 .07 .07 .06 .06 25.6000 | .05 .05 .05 .04 .04 25.8500 | .04 .04 .03 .03 .03 26.1000 | .03 .03 .02 .02 .02 26.3500 | .02 .02 .02 .02 .01 26.6000 | .01 .01 .01 .01 .01 26.8500 | .01 .01 .01 .01 .01 27.1000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.57 Name.... ROUTE 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.3500 | .01 .00 .00 .00 .00 27.6000 | .00 .00 .00 .00 .00 27.8500 | .00 .00 .00 .00 .00 28.1000 | .00 .00 .00 .00 .00 28.3500 | .00 .00 .00 .00 .00 28.6000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.58 Name.... ROUTE 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr ICPM HYDROGRAPH... HYG file = HYG ID = ROUTE 30 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 89.69 cfs Time to Peak = 12.4000 hrs HYG Volume = 856280 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.3500 | .00 .00 .00 .01 .01 8.6000 | .02 .03 .04 .05 .07 8.8500 | .11 .16 .22 .27 .33 9.1000 | .41 .48 .56 .64 .73 9.3500 | .82 .90 .98 1.05 1.13 9.6000 | 1.20 1.28 1.36 1.44 1.52 9.8500 | 1.60 1.69 1.78 1.89 2.00 10.1000 | 2.12 2.24 2.36 2.50 2.64 10.3500 | 2.80 2.96 3.13 3.31 3.51 10.6000 | 3.71 3.92 4.15 4.39 4.66 10.8500 | 4.94 5.23 5.55 5.89 6.26 11.1000 | 6.64 6.86 7.03 7.25 7.53 11.3500 | 7.87 8.27 8.76 9.30 9.95 11.6000 | 10.76 11.89 13.60 16.29 20.54 11.8500 | 27.10 36.96 47.93 57.39 67.51 12.1000 | 72.37 74.53 78.32 82.71 86.33 12.3500 | 88.78 89.69 89.52 88.87 87.91 12.6000 | 86.73 85.39 83.54 81.52 79.48 12.8500 | 77.47 75.54 73.66 71.89 70.19 13.1000 | 68.60 67.10 65.71 64.53 63.43 13.3500 | 62.37 61.27 59.00 56.79 54.78 13.6000 | 52.90 51.09 49.33 47.66 46.01 13.8500 | 44.40 42.86 41.41 37.51 33.85 14.1000 | 30.96 27.69 26.21 23.46 21.34 14.3500 | 19.91 18.73 17.77 16.95 16.24 14.6000 | 15.65 15.15 14.71 14.32 13.99 14.8500 | 13.69 13.42 13.18 12.95 12.75 15.1000 | 12.56 12.39 12.22 12.06 11.91 15.3500 | 11.77 11.62 11.49 11.35 11.22 15.6000 | 11.08 10.95 10.83 10.70 10.57 15.8500 | 10.45 10.32 10.20 10.08 9.95 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.59 Name.... ROUTE 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.1000 | 9.83 9.71 9.59 9.47 9.36 16.3500 | 9.25 9.15 9.05 8.96 8.88 16.6000 | 8.79 8.72 8.64 8.57 8.51 16.8500 | 8.44 8.38 8.32 8.27 8.21 17.1000 | 8.16 8.11 8.06 8.01 7.97 17.3500 | 7.92 7.88 7.83 7.78 7.74 17.6000 | 7.69 7.65 7.61 7.56 7.52 17.8500 | 7.47 7.43 7.38 7.34 7.29 18.1000 | 7.25 7.21 7.16 7.12 7.07 18.3500 | 7.03 6.98 6.94 6.89 6.85 18.6000 | 6.80 6.76 6.61 6.52 6.45 18.8500 | 6.38 6.33 6.28 6.23 6.18 19.1000 | 6.14 6.09 6.05 6.00 5.96 19.3500 | 5.91 5.86 5.82 5.77 5.73 19.6000 | 5.68 5.64 5.59 5.54 5.50 19.8500 | 5.45 5.41 5.36 5.32 5.27 20.1000 | 5.23 5.18 5.14 5.10 5.06 20.3500 | 5.03 5.00 4.97 4.95 4.93 20.6000 | 4.91 4.90 4.89 4.87 4.86 20.8500 | 4.85 4.84 4.83 4.82 4.81 21.1000 | 4.80 4.79 4.79 4.78 4.77 21.3500 | 4.76 4.75 4.74 4.73 4.72 21.6000 | 4.72 4.71 4.70 4.69 4.68 21.8500 | 4.67 4.66 4.66 4.65 4.64 22.1000 | 4.63 4.62 4.61 4.60 4.59 22.3500 | 4.59 4.58 4.57 4.56 4.55 22.6000 | 4.54 4.53 4.52 4.52 4.51 22.8500 | 4.50 4.49 4.48 4.47 4.46 23.1000 | 4.45 4.45 4.44 4.43 4.42 23.3500 | 4.41 4.40 4.39 4.39 4.38 23.6000 | 4.37 4.36 4.35 4.34 4.33 23.8500 | 4.32 4.31 4.31 4.29 4.27 24.1000 | 4.21 4.08 3.86 3.53 3.14 24.3500 | 2.70 2.27 1.87 1.54 1.25 24.6000 | 1.02 .84 .68 .56 .46 24.8500 | .39 .32 .27 .24 .20 25.1000 | .17 .15 .13 .11 .09 25.3500 | .08 .07 .07 .06 .06 25.6000 | .05 .05 .05 .04 .04 25.8500 | .04 .04 .03 .03 .03 26.1000 | .03 .03 .02 .02 .02 26.3500 | .02 .02 .02 .02 .01 26.6000 | .01 .01 .01 .01 .01 26.8500 | .01 .01 .01 .01 .01 27.1000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.60 Name.... ROUTE 30 Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.3500 | .01 .00 .00 .00 .00 27.6000 | .00 .00 .00 .00 .00 27.8500 | .00 .00 .00 .00 .00 28.1000 | .00 .00 .00 .00 .00 28.3500 | .00 .00 .00 .00 .00 28.6000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.61 Name.... ROUTE 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr ICPM HYDROGRAPH... HYG file = HYG ID = ROUTE 30 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 110.98 cfs Time to Peak = 12.4500 hrs HYG Volume = 1179555 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.2500 | .00 .00 .00 .01 .01 7.5000 | .02 .03 .04 .05 .06 7.7500 | .08 .13 .17 .22 .26 8.0000 | .31 .37 .43 .49 .56 8.2500 | .62 .68 .75 .82 .89 8.5000 | .96 1.04 1.11 1.20 1.28 8.7500 | 1.38 1.47 1.56 1.66 1.76 9.0000 | 1.87 1.98 2.10 2.21 2.32 9.2500 | 2.44 2.55 2.67 2.78 2.89 9.5000 | 2.99 3.09 3.18 3.28 3.38 9.7500 | 3.48 3.59 3.72 3.85 3.99 10.0000 | 4.15 4.31 4.49 4.69 4.89 10.2500 | 5.10 5.32 5.56 5.82 6.09 10.5000 | 6.38 6.67 6.84 6.96 7.13 10.7500 | 7.32 7.54 7.80 8.09 8.43 11.0000 | 8.80 9.20 9.64 10.12 10.65 11.2500 | 11.23 11.87 12.57 13.38 14.26 11.5000 | 15.24 16.34 17.70 19.55 22.32 11.7500 | 26.60 33.14 42.83 51.02 61.52 12.0000 | 69.43 74.49 80.76 89.99 97.38 12.2500 | 103.03 107.14 109.61 110.76 110.98 12.5000 | 110.81 110.31 109.43 108.22 106.75 12.7500 | 105.06 103.17 101.16 99.02 96.83 13.0000 | 94.63 92.45 90.30 88.29 86.35 13.2500 | 84.47 82.62 79.95 77.50 75.28 13.5000 | 73.24 71.37 69.66 68.05 66.56 13.7500 | 65.21 64.06 63.04 62.02 60.67 14.0000 | 58.40 56.25 54.29 52.44 50.65 14.2500 | 48.95 47.35 45.71 44.17 42.70 14.5000 | 41.30 37.27 33.91 31.21 28.12 14.7500 | 26.92 24.47 22.49 21.16 20.13 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.62 Name.... ROUTE 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.0000 | 19.27 18.54 17.93 17.40 16.94 15.2500 | 16.54 16.18 15.86 15.57 15.30 15.5000 | 15.06 14.83 14.60 14.40 14.20 15.7500 | 14.01 13.82 13.64 13.46 13.29 16.0000 | 13.11 12.94 12.77 12.60 12.45 16.2500 | 12.29 12.14 12.00 11.86 11.73 16.5000 | 11.61 11.50 11.39 11.29 11.19 16.7500 | 11.10 11.02 10.94 10.86 10.79 17.0000 | 10.72 10.65 10.58 10.51 10.45 17.2500 | 10.38 10.32 10.26 10.20 10.14 17.5000 | 10.08 10.02 9.96 9.90 9.85 17.7500 | 9.79 9.73 9.67 9.61 9.56 18.0000 | 9.50 9.44 9.38 9.33 9.27 18.2500 | 9.21 9.15 9.10 9.04 8.98 18.5000 | 8.92 8.86 8.81 8.75 8.69 18.7500 | 8.63 8.57 8.51 8.45 8.39 19.0000 | 8.33 8.28 8.22 8.16 8.10 19.2500 | 8.04 7.99 7.93 7.87 7.81 19.5000 | 7.76 7.70 7.64 7.58 7.52 19.7500 | 7.47 7.41 7.35 7.29 7.23 20.0000 | 7.17 7.11 7.05 6.99 6.93 20.2500 | 6.88 6.82 6.77 6.63 6.53 20.5000 | 6.46 6.41 6.38 6.35 6.33 20.7500 | 6.31 6.29 6.28 6.26 6.25 21.0000 | 6.24 6.23 6.21 6.20 6.19 21.2500 | 6.18 6.17 6.16 6.14 6.13 21.5000 | 6.12 6.11 6.10 6.09 6.08 21.7500 | 6.07 6.05 6.04 6.03 6.02 22.0000 | 6.01 6.00 5.98 5.97 5.96 22.2500 | 5.95 5.94 5.93 5.92 5.90 22.5000 | 5.89 5.88 5.87 5.86 5.85 22.7500 | 5.83 5.82 5.81 5.80 5.79 23.0000 | 5.78 5.77 5.75 5.74 5.73 23.2500 | 5.72 5.71 5.70 5.68 5.67 23.5000 | 5.66 5.65 5.64 5.63 5.61 23.7500 | 5.60 5.59 5.58 5.57 5.56 24.0000 | 5.54 5.51 5.43 5.26 4.96 24.2500 | 4.52 3.99 3.43 2.88 2.36 24.5000 | 1.91 1.55 1.26 1.02 .83 24.7500 | .67 .55 .46 .38 .32 25.0000 | .27 .23 .20 .17 .15 25.2500 | .12 .10 .09 .07 .07 25.5000 | .06 .06 .06 .05 .05 25.7500 | .05 .04 .04 .04 .04 26.0000 | .03 .03 .03 .03 .03 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.63 Name.... ROUTE 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.2500 | .02 .02 .02 .02 .02 26.5000 | .02 .02 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .01 .01 .01 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.64 Name.... ROUTE 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr ICPM HYDROGRAPH... HYG file = HYG ID = ROUTE 30 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 110.98 cfs Time to Peak = 12.4500 hrs HYG Volume = 1179555 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.2500 | .00 .00 .00 .01 .01 7.5000 | .02 .03 .04 .05 .06 7.7500 | .08 .13 .17 .22 .26 8.0000 | .31 .37 .43 .49 .56 8.2500 | .62 .68 .75 .82 .89 8.5000 | .96 1.04 1.11 1.20 1.28 8.7500 | 1.38 1.47 1.56 1.66 1.76 9.0000 | 1.87 1.98 2.10 2.21 2.32 9.2500 | 2.44 2.55 2.67 2.78 2.89 9.5000 | 2.99 3.09 3.18 3.28 3.38 9.7500 | 3.48 3.59 3.72 3.85 3.99 10.0000 | 4.15 4.31 4.49 4.69 4.89 10.2500 | 5.10 5.32 5.56 5.82 6.09 10.5000 | 6.38 6.67 6.84 6.96 7.13 10.7500 | 7.32 7.54 7.80 8.09 8.43 11.0000 | 8.80 9.20 9.64 10.12 10.65 11.2500 | 11.23 11.87 12.57 13.38 14.26 11.5000 | 15.24 16.34 17.70 19.55 22.32 11.7500 | 26.60 33.14 42.83 51.02 61.52 12.0000 | 69.43 74.49 80.76 89.99 97.38 12.2500 | 103.03 107.14 109.61 110.76 110.98 12.5000 | 110.81 110.31 109.43 108.22 106.75 12.7500 | 105.06 103.17 101.16 99.02 96.83 13.0000 | 94.63 92.45 90.30 88.29 86.35 13.2500 | 84.47 82.62 79.95 77.50 75.28 13.5000 | 73.24 71.37 69.66 68.05 66.56 13.7500 | 65.21 64.06 63.04 62.02 60.67 14.0000 | 58.40 56.25 54.29 52.44 50.65 14.2500 | 48.95 47.35 45.71 44.17 42.70 14.5000 | 41.30 37.27 33.91 31.21 28.12 14.7500 | 26.92 24.47 22.49 21.16 20.13 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.65 Name.... ROUTE 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.0000 | 19.27 18.54 17.93 17.40 16.94 15.2500 | 16.54 16.18 15.86 15.57 15.30 15.5000 | 15.06 14.83 14.60 14.40 14.20 15.7500 | 14.01 13.82 13.64 13.46 13.29 16.0000 | 13.11 12.94 12.77 12.60 12.45 16.2500 | 12.29 12.14 12.00 11.86 11.73 16.5000 | 11.61 11.50 11.39 11.29 11.19 16.7500 | 11.10 11.02 10.94 10.86 10.79 17.0000 | 10.72 10.65 10.58 10.51 10.45 17.2500 | 10.38 10.32 10.26 10.20 10.14 17.5000 | 10.08 10.02 9.96 9.90 9.85 17.7500 | 9.79 9.73 9.67 9.61 9.56 18.0000 | 9.50 9.44 9.38 9.33 9.27 18.2500 | 9.21 9.15 9.10 9.04 8.98 18.5000 | 8.92 8.86 8.81 8.75 8.69 18.7500 | 8.63 8.57 8.51 8.45 8.39 19.0000 | 8.33 8.28 8.22 8.16 8.10 19.2500 | 8.04 7.99 7.93 7.87 7.81 19.5000 | 7.76 7.70 7.64 7.58 7.52 19.7500 | 7.47 7.41 7.35 7.29 7.23 20.0000 | 7.17 7.11 7.05 6.99 6.93 20.2500 | 6.88 6.82 6.77 6.63 6.53 20.5000 | 6.46 6.41 6.38 6.35 6.33 20.7500 | 6.31 6.29 6.28 6.26 6.25 21.0000 | 6.24 6.23 6.21 6.20 6.19 21.2500 | 6.18 6.17 6.16 6.14 6.13 21.5000 | 6.12 6.11 6.10 6.09 6.08 21.7500 | 6.07 6.05 6.04 6.03 6.02 22.0000 | 6.01 6.00 5.98 5.97 5.96 22.2500 | 5.95 5.94 5.93 5.92 5.90 22.5000 | 5.89 5.88 5.87 5.86 5.85 22.7500 | 5.83 5.82 5.81 5.80 5.79 23.0000 | 5.78 5.77 5.75 5.74 5.73 23.2500 | 5.72 5.71 5.70 5.68 5.67 23.5000 | 5.66 5.65 5.64 5.63 5.61 23.7500 | 5.60 5.59 5.58 5.57 5.56 24.0000 | 5.54 5.51 5.43 5.26 4.96 24.2500 | 4.52 3.99 3.43 2.88 2.36 24.5000 | 1.91 1.55 1.26 1.02 .83 24.7500 | .67 .55 .46 .38 .32 25.0000 | .27 .23 .20 .17 .15 25.2500 | .12 .10 .09 .07 .07 25.5000 | .06 .06 .06 .05 .05 25.7500 | .05 .04 .04 .04 .04 26.0000 | .03 .03 .03 .03 .03 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Hydrograph Page 11.66 Name.... ROUTE 30 Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.2500 | .02 .02 .02 .02 .02 26.5000 | .02 .02 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .01 .01 .01 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.2500 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.01 Name.... BASIN2 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.6500 | 573.50 573.50 573.51 573.52 573.53 6.9000 | 573.54 573.56 573.59 573.60 573.61 7.1500 | 573.62 573.63 573.64 573.65 573.66 7.4000 | 573.68 573.69 573.70 573.71 573.71 7.6500 | 573.72 573.72 573.73 573.74 573.74 7.9000 | 573.75 573.76 573.76 573.77 573.78 8.1500 | 573.79 573.79 573.80 573.81 573.81 8.4000 | 573.82 573.83 573.84 573.84 573.85 8.6500 | 573.86 573.87 573.88 573.89 573.90 8.9000 | 573.91 573.91 573.92 573.93 573.94 9.1500 | 573.95 573.95 573.96 573.97 573.98 9.4000 | 573.98 573.99 573.99 574.00 574.00 9.6500 | 574.01 574.01 574.02 574.03 574.03 9.9000 | 574.04 574.05 574.06 574.07 574.08 10.1500 | 574.09 574.10 574.11 574.12 574.13 10.4000 | 574.14 574.16 574.17 574.18 574.20 10.6500 | 574.21 574.22 574.23 574.25 574.27 10.9000 | 574.29 574.31 574.33 574.35 574.37 11.1500 | 574.40 574.42 574.45 574.48 574.52 11.4000 | 574.55 574.59 574.63 574.68 574.74 11.6500 | 574.83 574.96 575.14 575.39 575.68 11.9000 | 576.04 576.50 577.10 577.79 578.48 12.1500 | 579.11 579.62 579.99 580.23 580.35 12.4000 | 580.39 580.36 580.29 580.17 580.03 12.6500 | 579.86 579.67 579.47 579.25 579.02 12.9000 | 578.79 578.55 578.31 578.06 577.82 13.1500 | 577.58 577.33 577.10 576.87 576.64 13.4000 | 576.43 576.22 576.03 575.84 575.64 13.6500 | 575.44 575.26 575.09 574.94 574.82 13.9000 | 574.74 574.68 574.64 574.61 574.59 14.1500 | 574.57 574.55 574.54 574.53 574.52 14.4000 | 574.51 574.50 574.49 574.49 574.48 14.6500 | 574.47 574.47 574.46 574.46 574.45 14.9000 | 574.44 574.44 574.43 574.43 574.42 15.1500 | 574.42 574.41 574.41 574.40 574.39 15.4000 | 574.39 574.38 574.38 574.37 574.36 15.6500 | 574.36 574.35 574.35 574.34 574.34 15.9000 | 574.33 574.32 574.32 574.31 574.31 16.1500 | 574.30 574.29 574.29 574.28 574.28 16.4000 | 574.28 574.27 574.27 574.27 574.26 16.6500 | 574.26 574.26 574.26 574.25 574.25 16.9000 | 574.25 574.25 574.24 574.24 574.24 17.1500 | 574.24 574.24 574.24 574.23 574.23 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.02 Name.... BASIN2 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.4000 | 574.23 574.23 574.23 574.22 574.22 17.6500 | 574.22 574.22 574.22 574.22 574.21 17.9000 | 574.21 574.21 574.21 574.21 574.20 18.1500 | 574.20 574.20 574.20 574.20 574.19 18.4000 | 574.19 574.19 574.19 574.19 574.18 18.6500 | 574.18 574.18 574.18 574.17 574.17 18.9000 | 574.17 574.17 574.17 574.16 574.16 19.1500 | 574.16 574.16 574.15 574.15 574.15 19.4000 | 574.15 574.15 574.14 574.14 574.14 19.6500 | 574.14 574.13 574.13 574.13 574.13 19.9000 | 574.13 574.12 574.12 574.12 574.12 20.1500 | 574.11 574.11 574.11 574.11 574.11 20.4000 | 574.11 574.11 574.11 574.10 574.10 20.6500 | 574.10 574.10 574.10 574.10 574.10 20.9000 | 574.10 574.10 574.10 574.10 574.10 21.1500 | 574.10 574.10 574.10 574.10 574.10 21.4000 | 574.10 574.10 574.10 574.09 574.09 21.6500 | 574.09 574.09 574.09 574.09 574.09 21.9000 | 574.09 574.09 574.09 574.09 574.09 22.1500 | 574.09 574.09 574.09 574.09 574.09 22.4000 | 574.09 574.08 574.08 574.08 574.08 22.6500 | 574.08 574.08 574.08 574.08 574.08 22.9000 | 574.08 574.08 574.08 574.08 574.08 23.1500 | 574.08 574.08 574.08 574.07 574.07 23.4000 | 574.07 574.07 574.07 574.07 574.07 23.6500 | 574.07 574.07 574.07 574.07 574.07 23.9000 | 574.07 574.07 574.07 574.06 574.06 24.1500 | 574.04 574.01 573.96 573.91 573.85 24.4000 | 573.81 573.76 573.72 573.69 573.65 24.6500 | 573.63 573.61 573.59 573.57 573.55 24.9000 | 573.53 573.52 573.52 573.51 573.51 25.1500 | 573.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.03 Name.... BASIN2 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.2500 | 573.50 573.51 573.51 573.52 573.54 6.5000 | 573.56 573.58 573.60 573.61 573.62 6.7500 | 573.63 573.65 573.66 573.67 573.68 7.0000 | 573.69 573.70 573.71 573.72 573.72 7.2500 | 573.73 573.74 573.75 573.75 573.76 7.5000 | 573.77 573.78 573.78 573.79 573.80 7.7500 | 573.80 573.81 573.81 573.82 573.83 8.0000 | 573.83 573.84 573.84 573.85 573.85 8.2500 | 573.86 573.87 573.88 573.88 573.89 8.5000 | 573.90 573.91 573.92 573.92 573.93 8.7500 | 573.94 573.95 573.96 573.97 573.98 9.0000 | 573.99 573.99 574.00 574.01 574.02 9.2500 | 574.02 574.03 574.04 574.04 574.05 9.5000 | 574.05 574.06 574.06 574.07 574.07 9.7500 | 574.08 574.09 574.10 574.11 574.11 10.0000 | 574.12 574.13 574.14 574.15 574.16 10.2500 | 574.17 574.19 574.20 574.21 574.22 10.5000 | 574.23 574.25 574.26 574.28 574.29 10.7500 | 574.31 574.33 574.35 574.37 574.40 11.0000 | 574.42 574.44 574.47 574.49 574.52 11.2500 | 574.55 574.59 574.62 574.66 574.70 11.5000 | 574.75 574.80 574.86 574.95 575.09 11.7500 | 575.29 575.54 575.86 576.25 576.79 12.0000 | 577.47 578.24 579.02 579.71 580.27 12.2500 | 580.69 580.96 581.11 581.17 581.17 12.5000 | 581.11 581.01 580.88 580.72 580.54 12.7500 | 580.35 580.14 579.92 579.69 579.45 13.0000 | 579.21 578.97 578.72 578.47 578.22 13.2500 | 577.97 577.72 577.47 577.23 577.00 13.5000 | 576.77 576.55 576.34 576.14 575.95 13.7500 | 575.77 575.57 575.38 575.20 575.04 14.0000 | 574.91 574.81 574.73 574.68 574.65 14.2500 | 574.62 574.61 574.59 574.58 574.57 14.5000 | 574.56 574.55 574.54 574.54 574.53 14.7500 | 574.53 574.52 574.51 574.51 574.50 15.0000 | 574.50 574.49 574.48 574.48 574.47 15.2500 | 574.46 574.46 574.45 574.45 574.44 15.5000 | 574.43 574.43 574.42 574.42 574.41 15.7500 | 574.40 574.40 574.39 574.38 574.38 16.0000 | 574.37 574.36 574.36 574.35 574.34 16.2500 | 574.34 574.33 574.33 574.32 574.32 16.5000 | 574.32 574.31 574.31 574.31 574.31 16.7500 | 574.30 574.30 574.30 574.30 574.29 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.04 Name.... BASIN2 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.0000 | 574.29 574.29 574.29 574.28 574.28 17.2500 | 574.28 574.28 574.27 574.27 574.27 17.5000 | 574.27 574.26 574.26 574.26 574.26 17.7500 | 574.25 574.25 574.25 574.24 574.24 18.0000 | 574.24 574.24 574.24 574.23 574.23 18.2500 | 574.23 574.23 574.23 574.22 574.22 18.5000 | 574.22 574.22 574.22 574.21 574.21 18.7500 | 574.21 574.21 574.21 574.20 574.20 19.0000 | 574.20 574.20 574.20 574.19 574.19 19.2500 | 574.19 574.19 574.18 574.18 574.18 19.5000 | 574.18 574.17 574.17 574.17 574.17 19.7500 | 574.16 574.16 574.16 574.16 574.15 20.0000 | 574.15 574.15 574.15 574.14 574.14 20.2500 | 574.14 574.14 574.14 574.13 574.13 20.5000 | 574.13 574.13 574.13 574.13 574.13 20.7500 | 574.13 574.13 574.13 574.13 574.13 21.0000 | 574.13 574.13 574.13 574.13 574.13 21.2500 | 574.12 574.12 574.12 574.12 574.12 21.5000 | 574.12 574.12 574.12 574.12 574.12 21.7500 | 574.12 574.12 574.12 574.12 574.12 22.0000 | 574.12 574.12 574.12 574.12 574.12 22.2500 | 574.11 574.11 574.11 574.11 574.11 22.5000 | 574.11 574.11 574.11 574.11 574.11 22.7500 | 574.11 574.11 574.11 574.11 574.11 23.0000 | 574.11 574.11 574.11 574.11 574.11 23.2500 | 574.11 574.10 574.10 574.10 574.10 23.5000 | 574.10 574.10 574.10 574.10 574.10 23.7500 | 574.10 574.10 574.10 574.10 574.10 24.0000 | 574.10 574.09 574.08 574.06 574.03 24.2500 | 573.98 573.93 573.87 573.82 573.77 24.5000 | 573.73 573.70 573.66 573.64 573.62 24.7500 | 573.60 573.57 573.55 573.54 573.53 25.0000 | 573.52 573.51 573.51 573.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.05 Name.... BASIN2 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.3500 | 573.50 573.50 573.51 573.52 573.54 5.6000 | 573.56 573.59 573.61 573.62 573.63 5.8500 | 573.65 573.66 573.67 573.69 573.70 6.1000 | 573.71 573.72 573.73 573.74 573.74 6.3500 | 573.75 573.76 573.77 573.78 573.79 6.6000 | 573.80 573.81 573.81 573.82 573.83 6.8500 | 573.83 573.84 573.84 573.85 573.86 7.1000 | 573.86 573.87 573.88 573.89 573.89 7.3500 | 573.90 573.90 573.91 573.91 573.92 7.6000 | 573.93 573.93 573.94 573.94 573.95 7.8500 | 573.95 573.96 573.96 573.97 573.97 8.1000 | 573.98 573.99 573.99 574.00 574.00 8.3500 | 574.01 574.02 574.03 574.03 574.04 8.6000 | 574.05 574.06 574.07 574.08 574.09 8.8500 | 574.10 574.11 574.11 574.12 574.13 9.1000 | 574.14 574.15 574.16 574.16 574.17 9.3500 | 574.18 574.18 574.19 574.19 574.20 9.6000 | 574.20 574.21 574.21 574.22 574.22 9.8500 | 574.23 574.24 574.25 574.26 574.27 10.1000 | 574.29 574.30 574.32 574.33 574.35 10.3500 | 574.36 574.38 574.40 574.42 574.44 10.6000 | 574.45 574.48 574.50 574.52 574.54 10.8500 | 574.56 574.59 574.62 574.64 574.67 11.1000 | 574.70 574.73 574.77 574.80 574.84 11.3500 | 574.89 574.93 574.98 575.03 575.09 11.6000 | 575.17 575.27 575.43 575.64 575.93 11.8500 | 576.31 576.85 577.57 578.45 579.40 12.1000 | 580.34 581.18 581.80 582.06 582.06 12.3500 | 581.98 581.87 581.77 581.68 581.59 12.6000 | 581.50 581.39 581.26 581.10 580.92 12.8500 | 580.74 580.54 580.33 580.11 579.89 13.1000 | 579.66 579.43 579.19 578.96 578.72 13.3500 | 578.48 578.24 578.01 577.77 577.54 13.6000 | 577.31 577.09 576.88 576.67 576.47 13.8500 | 576.28 576.10 575.93 575.75 575.58 14.1000 | 575.41 575.25 575.11 575.00 574.91 14.3500 | 574.84 574.80 574.76 574.74 574.72 14.6000 | 574.71 574.70 574.69 574.68 574.67 14.8500 | 574.67 574.66 574.65 574.65 574.64 15.1000 | 574.63 574.62 574.62 574.61 574.60 15.3500 | 574.59 574.59 574.58 574.57 574.56 15.6000 | 574.56 574.55 574.54 574.54 574.53 15.8500 | 574.52 574.51 574.51 574.50 574.49 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.06 Name.... BASIN2 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.1000 | 574.48 574.47 574.47 574.46 574.45 16.3500 | 574.45 574.44 574.44 574.44 574.43 16.6000 | 574.43 574.43 574.42 574.42 574.42 16.8500 | 574.41 574.41 574.41 574.40 574.40 17.1000 | 574.40 574.40 574.39 574.39 574.39 17.3500 | 574.38 574.38 574.38 574.37 574.37 17.6000 | 574.37 574.37 574.36 574.36 574.36 17.8500 | 574.35 574.35 574.35 574.34 574.34 18.1000 | 574.34 574.34 574.33 574.33 574.33 18.3500 | 574.32 574.32 574.32 574.31 574.31 18.6000 | 574.31 574.30 574.30 574.30 574.29 18.8500 | 574.29 574.29 574.28 574.28 574.28 19.1000 | 574.27 574.27 574.27 574.26 574.26 19.3500 | 574.26 574.25 574.25 574.25 574.24 19.6000 | 574.24 574.24 574.24 574.23 574.23 19.8500 | 574.23 574.23 574.22 574.22 574.22 20.1000 | 574.22 574.21 574.21 574.21 574.21 20.3500 | 574.21 574.20 574.20 574.20 574.20 20.6000 | 574.20 574.20 574.20 574.20 574.20 20.8500 | 574.20 574.20 574.20 574.20 574.20 21.1000 | 574.19 574.19 574.19 574.19 574.19 21.3500 | 574.19 574.19 574.19 574.19 574.19 21.6000 | 574.19 574.19 574.19 574.19 574.19 21.8500 | 574.19 574.18 574.18 574.18 574.18 22.1000 | 574.18 574.18 574.18 574.18 574.18 22.3500 | 574.18 574.18 574.18 574.18 574.18 22.6000 | 574.18 574.18 574.17 574.17 574.17 22.8500 | 574.17 574.17 574.17 574.17 574.17 23.1000 | 574.17 574.17 574.17 574.17 574.17 23.3500 | 574.17 574.17 574.17 574.16 574.16 23.6000 | 574.16 574.16 574.16 574.16 574.16 23.8500 | 574.16 574.16 574.16 574.16 574.16 24.1000 | 574.15 574.12 574.09 574.04 573.98 24.3500 | 573.92 573.86 573.81 573.76 573.72 24.6000 | 573.69 573.66 573.63 573.61 573.59 24.8500 | 573.57 573.55 573.53 573.52 573.51 25.1000 | 573.51 573.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.07 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 565.00 565.00 565.00 565.00 565.00 .2500 | 565.00 565.00 565.00 565.00 565.00 .5000 | 565.00 565.00 565.00 565.00 565.00 .7500 | 565.00 565.00 565.00 565.00 565.00 1.0000 | 565.00 565.00 565.00 565.00 565.00 1.2500 | 565.00 565.00 565.00 565.00 565.00 1.5000 | 565.00 565.00 565.00 565.00 565.00 1.7500 | 565.00 565.00 565.00 565.00 565.00 2.0000 | 565.00 565.00 565.00 565.00 565.00 2.2500 | 565.00 565.00 565.00 565.00 565.00 2.5000 | 565.00 565.00 565.00 565.00 565.00 2.7500 | 565.00 565.00 565.00 565.00 565.00 3.0000 | 565.00 565.00 565.00 565.00 565.00 3.2500 | 565.00 565.00 565.00 565.00 565.00 3.5000 | 565.00 565.00 565.00 565.00 565.00 3.7500 | 565.00 565.00 565.00 565.00 565.00 4.0000 | 565.00 565.00 565.00 565.00 565.00 4.2500 | 565.00 565.00 565.00 565.00 565.00 4.5000 | 565.00 565.00 565.00 565.00 565.00 4.7500 | 565.00 565.00 565.00 565.00 565.00 5.0000 | 565.00 565.00 565.00 565.00 565.00 5.2500 | 565.00 565.00 565.00 565.00 565.00 5.5000 | 565.00 565.00 565.00 565.00 565.00 5.7500 | 565.00 565.00 565.00 565.00 565.00 6.0000 | 565.00 565.00 565.00 565.00 565.00 6.2500 | 565.00 565.00 565.00 565.00 565.00 6.5000 | 565.00 565.00 565.00 565.00 565.00 6.7500 | 565.00 565.00 565.00 565.00 565.00 7.0000 | 565.00 565.00 565.00 565.00 565.00 7.2500 | 565.00 565.00 565.00 565.00 565.00 7.5000 | 565.00 565.00 565.00 565.00 565.00 7.7500 | 565.00 565.00 565.00 565.00 565.00 8.0000 | 565.00 565.00 565.00 565.00 565.00 8.2500 | 565.00 565.00 565.00 565.00 565.00 8.5000 | 565.00 565.00 565.00 565.00 565.00 8.7500 | 565.00 565.00 565.00 565.01 565.01 9.0000 | 565.02 565.03 565.04 565.06 565.08 9.2500 | 565.10 565.13 565.15 565.17 565.20 9.5000 | 565.22 565.24 565.26 565.28 565.30 9.7500 | 565.31 565.33 565.34 565.36 565.37 10.0000 | 565.39 565.41 565.42 565.44 565.46 10.2500 | 565.47 565.49 565.51 565.53 565.54 10.5000 | 565.56 565.58 565.60 565.62 565.64 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.08 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 565.67 565.69 565.71 565.74 565.77 11.0000 | 565.79 565.82 565.85 565.88 565.91 11.2500 | 565.94 565.98 566.01 566.02 566.04 11.5000 | 566.07 566.10 566.14 566.20 566.29 11.7500 | 566.42 566.61 566.89 567.30 567.85 12.0000 | 568.31 568.80 569.38 570.02 570.42 12.2500 | 570.77 571.04 571.23 571.35 571.41 12.5000 | 571.42 571.39 571.34 571.27 571.18 12.7500 | 571.07 570.96 570.84 570.72 570.59 13.0000 | 570.46 570.32 570.19 570.05 569.87 13.2500 | 569.66 569.45 569.26 569.07 568.88 13.5000 | 568.71 568.54 568.38 568.22 568.07 13.7500 | 567.87 567.63 567.43 567.27 567.12 14.0000 | 567.00 566.90 566.82 566.76 566.70 14.2500 | 566.65 566.60 566.56 566.53 566.50 14.5000 | 566.47 566.45 566.43 566.41 566.39 14.7500 | 566.38 566.36 566.35 566.34 566.33 15.0000 | 566.32 566.31 566.30 566.29 566.28 15.2500 | 566.27 566.26 566.26 566.25 566.24 15.5000 | 566.23 566.23 566.22 566.21 566.20 15.7500 | 566.20 566.19 566.18 566.17 566.17 16.0000 | 566.16 566.15 566.14 566.14 566.13 16.2500 | 566.12 566.11 566.11 566.10 566.09 16.5000 | 566.09 566.08 566.08 566.07 566.07 16.7500 | 566.06 566.06 566.05 566.05 566.05 17.0000 | 566.04 566.04 566.04 566.03 566.03 17.2500 | 566.03 566.02 566.02 566.02 566.01 17.5000 | 566.01 566.01 566.00 566.00 565.99 17.7500 | 565.98 565.98 565.97 565.97 565.97 18.0000 | 565.96 565.96 565.96 565.95 565.95 18.2500 | 565.95 565.94 565.94 565.94 565.93 18.5000 | 565.93 565.93 565.92 565.92 565.92 18.7500 | 565.91 565.91 565.91 565.90 565.90 19.0000 | 565.90 565.89 565.89 565.89 565.88 19.2500 | 565.88 565.88 565.87 565.87 565.87 19.5000 | 565.86 565.86 565.85 565.85 565.85 19.7500 | 565.84 565.84 565.84 565.83 565.83 20.0000 | 565.83 565.82 565.82 565.82 565.81 20.2500 | 565.81 565.81 565.80 565.80 565.80 20.5000 | 565.80 565.79 565.79 565.79 565.79 20.7500 | 565.79 565.79 565.79 565.79 565.79 21.0000 | 565.79 565.78 565.78 565.78 565.78 21.2500 | 565.78 565.78 565.78 565.78 565.78 21.5000 | 565.78 565.78 565.78 565.78 565.77 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.09 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 565.77 565.77 565.77 565.77 565.77 22.0000 | 565.77 565.77 565.77 565.77 565.77 22.2500 | 565.77 565.77 565.77 565.76 565.76 22.5000 | 565.76 565.76 565.76 565.76 565.76 22.7500 | 565.76 565.76 565.76 565.76 565.76 23.0000 | 565.76 565.75 565.75 565.75 565.75 23.2500 | 565.75 565.75 565.75 565.75 565.75 23.5000 | 565.75 565.75 565.75 565.75 565.74 23.7500 | 565.74 565.74 565.74 565.74 565.74 24.0000 | 565.74 565.74 565.73 565.72 565.70 24.2500 | 565.67 565.63 565.58 565.53 565.48 24.5000 | 565.44 565.39 565.35 565.32 565.29 24.7500 | 565.26 565.24 565.22 565.20 565.18 25.0000 | 565.17 565.15 565.14 565.13 565.12 25.2500 | 565.11 565.10 565.10 565.09 565.09 25.5000 | 565.08 565.08 565.07 565.07 565.06 25.7500 | 565.06 565.05 565.05 565.05 565.04 26.0000 | 565.04 565.04 565.04 565.03 565.03 26.2500 | 565.03 565.03 565.03 565.02 565.02 26.5000 | 565.02 565.02 565.02 565.02 565.02 26.7500 | 565.02 565.01 565.01 565.01 565.01 27.0000 | 565.01 565.01 565.01 565.01 565.01 27.2500 | 565.01 565.01 565.01 565.01 565.01 27.5000 | 565.01 565.01 565.00 565.00 565.00 27.7500 | 565.00 565.00 565.00 565.00 565.00 28.0000 | 565.00 565.00 565.00 565.00 565.00 28.2500 | 565.00 565.00 565.00 565.00 565.00 28.5000 | 565.00 565.00 565.00 565.00 565.00 28.7500 | 565.00 565.00 565.00 565.00 565.00 29.0000 | 565.00 565.00 565.00 565.00 565.00 29.2500 | 565.00 565.00 565.00 565.00 565.00 29.5000 | 565.00 565.00 565.00 565.00 565.00 29.7500 | 565.00 565.00 565.00 565.00 565.00 30.0000 | 565.00 565.00 565.00 565.00 565.00 30.2500 | 565.00 565.00 565.00 565.00 565.00 30.5000 | 565.00 565.00 565.00 565.00 565.00 30.7500 | 565.00 565.00 565.00 565.00 565.00 31.0000 | 565.00 565.00 565.00 565.00 565.00 31.2500 | 565.00 565.00 565.00 565.00 565.00 31.5000 | 565.00 565.00 565.00 565.00 565.00 31.7500 | 565.00 565.00 565.00 565.00 565.00 32.0000 | 565.00 565.00 565.00 565.00 565.00 32.2500 | 565.00 565.00 565.00 565.00 565.00 32.5000 | 565.00 565.00 565.00 565.00 565.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.10 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 565.00 565.00 565.00 565.00 565.00 33.0000 | 565.00 565.00 565.00 565.00 565.00 33.2500 | 565.00 565.00 565.00 565.00 565.00 33.5000 | 565.00 565.00 565.00 565.00 565.00 33.7500 | 565.00 565.00 565.00 565.00 565.00 34.0000 | 565.00 565.00 565.00 565.00 565.00 34.2500 | 565.00 565.00 565.00 565.00 565.00 34.5000 | 565.00 565.00 565.00 565.00 565.00 34.7500 | 565.00 565.00 565.00 565.00 565.00 35.0000 | 565.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.11 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 565.00 565.00 565.00 565.00 565.00 .2500 | 565.00 565.00 565.00 565.00 565.00 .5000 | 565.00 565.00 565.00 565.00 565.00 .7500 | 565.00 565.00 565.00 565.00 565.00 1.0000 | 565.00 565.00 565.00 565.00 565.00 1.2500 | 565.00 565.00 565.00 565.00 565.00 1.5000 | 565.00 565.00 565.00 565.00 565.00 1.7500 | 565.00 565.00 565.00 565.00 565.00 2.0000 | 565.00 565.00 565.00 565.00 565.00 2.2500 | 565.00 565.00 565.00 565.00 565.00 2.5000 | 565.00 565.00 565.00 565.00 565.00 2.7500 | 565.00 565.00 565.00 565.00 565.00 3.0000 | 565.00 565.00 565.00 565.00 565.00 3.2500 | 565.00 565.00 565.00 565.00 565.00 3.5000 | 565.00 565.00 565.00 565.00 565.00 3.7500 | 565.00 565.00 565.00 565.00 565.00 4.0000 | 565.00 565.00 565.00 565.00 565.00 4.2500 | 565.00 565.00 565.00 565.00 565.00 4.5000 | 565.00 565.00 565.00 565.00 565.00 4.7500 | 565.00 565.00 565.00 565.00 565.00 5.0000 | 565.00 565.00 565.00 565.00 565.00 5.2500 | 565.00 565.00 565.00 565.00 565.00 5.5000 | 565.00 565.00 565.00 565.00 565.00 5.7500 | 565.00 565.00 565.00 565.00 565.00 6.0000 | 565.00 565.00 565.00 565.00 565.00 6.2500 | 565.00 565.00 565.00 565.00 565.00 6.5000 | 565.00 565.00 565.00 565.00 565.00 6.7500 | 565.00 565.00 565.00 565.00 565.00 7.0000 | 565.00 565.00 565.00 565.00 565.00 7.2500 | 565.00 565.00 565.00 565.00 565.00 7.5000 | 565.00 565.00 565.00 565.00 565.00 7.7500 | 565.00 565.00 565.00 565.00 565.00 8.0000 | 565.00 565.00 565.00 565.00 565.00 8.2500 | 565.00 565.00 565.00 565.00 565.01 8.5000 | 565.01 565.02 565.03 565.04 565.06 8.7500 | 565.07 565.10 565.12 565.14 565.16 9.0000 | 565.19 565.21 565.23 565.26 565.28 9.2500 | 565.30 565.31 565.33 565.35 565.36 9.5000 | 565.38 565.39 565.41 565.42 565.43 9.7500 | 565.44 565.46 565.47 565.48 565.50 10.0000 | 565.51 565.53 565.54 565.56 565.58 10.2500 | 565.59 565.61 565.63 565.65 565.67 10.5000 | 565.69 565.71 565.73 565.75 565.77 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.12 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 565.80 565.82 565.85 565.87 565.90 11.0000 | 565.93 565.96 565.99 566.01 566.02 11.2500 | 566.04 566.06 566.08 566.11 566.15 11.5000 | 566.19 566.23 566.28 566.35 566.46 11.7500 | 566.61 566.84 567.17 567.64 568.15 12.0000 | 568.62 569.22 569.97 570.48 570.96 12.2500 | 571.38 571.70 571.93 572.06 572.11 12.5000 | 572.13 572.11 572.07 572.01 571.92 12.7500 | 571.81 571.68 571.55 571.42 571.28 13.0000 | 571.14 571.00 570.86 570.71 570.57 13.2500 | 570.43 570.29 570.14 570.00 569.79 13.5000 | 569.58 569.37 569.18 568.99 568.81 13.7500 | 568.64 568.48 568.32 568.16 568.02 14.0000 | 567.78 567.56 567.37 567.22 567.07 14.2500 | 566.97 566.88 566.81 566.75 566.70 14.5000 | 566.65 566.61 566.58 566.55 566.52 14.7500 | 566.50 566.48 566.46 566.45 566.43 15.0000 | 566.42 566.41 566.40 566.39 566.38 15.2500 | 566.37 566.36 566.35 566.34 566.33 15.5000 | 566.32 566.31 566.30 566.30 566.29 15.7500 | 566.28 566.27 566.26 566.25 566.25 16.0000 | 566.24 566.23 566.22 566.21 566.21 16.2500 | 566.20 566.19 566.18 566.17 566.17 16.5000 | 566.16 566.16 566.15 566.14 566.14 16.7500 | 566.13 566.13 566.12 566.12 566.12 17.0000 | 566.11 566.11 566.11 566.10 566.10 17.2500 | 566.09 566.09 566.09 566.08 566.08 17.5000 | 566.08 566.07 566.07 566.07 566.06 17.7500 | 566.06 566.06 566.05 566.05 566.05 18.0000 | 566.04 566.04 566.04 566.03 566.03 18.2500 | 566.03 566.02 566.02 566.02 566.01 18.5000 | 566.01 566.01 566.00 566.00 565.99 18.7500 | 565.98 565.97 565.97 565.96 565.96 19.0000 | 565.96 565.95 565.95 565.94 565.94 19.2500 | 565.94 565.93 565.93 565.93 565.92 19.5000 | 565.92 565.92 565.91 565.91 565.90 19.7500 | 565.90 565.90 565.89 565.89 565.88 20.0000 | 565.88 565.88 565.87 565.87 565.86 20.2500 | 565.86 565.86 565.85 565.85 565.85 20.5000 | 565.85 565.85 565.84 565.84 565.84 20.7500 | 565.84 565.84 565.84 565.84 565.84 21.0000 | 565.84 565.83 565.83 565.83 565.83 21.2500 | 565.83 565.83 565.83 565.83 565.83 21.5000 | 565.83 565.83 565.83 565.83 565.82 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.13 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 565.82 565.82 565.82 565.82 565.82 22.0000 | 565.82 565.82 565.82 565.82 565.82 22.2500 | 565.82 565.82 565.81 565.81 565.81 22.5000 | 565.81 565.81 565.81 565.81 565.81 22.7500 | 565.81 565.81 565.81 565.81 565.80 23.0000 | 565.80 565.80 565.80 565.80 565.80 23.2500 | 565.80 565.80 565.80 565.80 565.80 23.5000 | 565.80 565.80 565.79 565.79 565.79 23.7500 | 565.79 565.79 565.79 565.79 565.79 24.0000 | 565.79 565.78 565.78 565.77 565.74 24.2500 | 565.71 565.67 565.62 565.56 565.51 24.5000 | 565.46 565.41 565.37 565.34 565.30 24.7500 | 565.28 565.25 565.23 565.21 565.19 25.0000 | 565.17 565.16 565.14 565.13 565.12 25.2500 | 565.11 565.11 565.10 565.09 565.09 25.5000 | 565.08 565.08 565.07 565.07 565.06 25.7500 | 565.06 565.06 565.05 565.05 565.05 26.0000 | 565.04 565.04 565.04 565.03 565.03 26.2500 | 565.03 565.03 565.03 565.02 565.02 26.5000 | 565.02 565.02 565.02 565.02 565.02 26.7500 | 565.02 565.01 565.01 565.01 565.01 27.0000 | 565.01 565.01 565.01 565.01 565.01 27.2500 | 565.01 565.01 565.01 565.01 565.01 27.5000 | 565.01 565.01 565.00 565.00 565.00 27.7500 | 565.00 565.00 565.00 565.00 565.00 28.0000 | 565.00 565.00 565.00 565.00 565.00 28.2500 | 565.00 565.00 565.00 565.00 565.00 28.5000 | 565.00 565.00 565.00 565.00 565.00 28.7500 | 565.00 565.00 565.00 565.00 565.00 29.0000 | 565.00 565.00 565.00 565.00 565.00 29.2500 | 565.00 565.00 565.00 565.00 565.00 29.5000 | 565.00 565.00 565.00 565.00 565.00 29.7500 | 565.00 565.00 565.00 565.00 565.00 30.0000 | 565.00 565.00 565.00 565.00 565.00 30.2500 | 565.00 565.00 565.00 565.00 565.00 30.5000 | 565.00 565.00 565.00 565.00 565.00 30.7500 | 565.00 565.00 565.00 565.00 565.00 31.0000 | 565.00 565.00 565.00 565.00 565.00 31.2500 | 565.00 565.00 565.00 565.00 565.00 31.5000 | 565.00 565.00 565.00 565.00 565.00 31.7500 | 565.00 565.00 565.00 565.00 565.00 32.0000 | 565.00 565.00 565.00 565.00 565.00 32.2500 | 565.00 565.00 565.00 565.00 565.00 32.5000 | 565.00 565.00 565.00 565.00 565.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.14 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 565.00 565.00 565.00 565.00 565.00 33.0000 | 565.00 565.00 565.00 565.00 565.00 33.2500 | 565.00 565.00 565.00 565.00 565.00 33.5000 | 565.00 565.00 565.00 565.00 565.00 33.7500 | 565.00 565.00 565.00 565.00 565.00 34.0000 | 565.00 565.00 565.00 565.00 565.00 34.2500 | 565.00 565.00 565.00 565.00 565.00 34.5000 | 565.00 565.00 565.00 565.00 565.00 34.7500 | 565.00 565.00 565.00 565.00 565.00 35.0000 | 565.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.15 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 565.00 565.00 565.00 565.00 565.00 .2500 | 565.00 565.00 565.00 565.00 565.00 .5000 | 565.00 565.00 565.00 565.00 565.00 .7500 | 565.00 565.00 565.00 565.00 565.00 1.0000 | 565.00 565.00 565.00 565.00 565.00 1.2500 | 565.00 565.00 565.00 565.00 565.00 1.5000 | 565.00 565.00 565.00 565.00 565.00 1.7500 | 565.00 565.00 565.00 565.00 565.00 2.0000 | 565.00 565.00 565.00 565.00 565.00 2.2500 | 565.00 565.00 565.00 565.00 565.00 2.5000 | 565.00 565.00 565.00 565.00 565.00 2.7500 | 565.00 565.00 565.00 565.00 565.00 3.0000 | 565.00 565.00 565.00 565.00 565.00 3.2500 | 565.00 565.00 565.00 565.00 565.00 3.5000 | 565.00 565.00 565.00 565.00 565.00 3.7500 | 565.00 565.00 565.00 565.00 565.00 4.0000 | 565.00 565.00 565.00 565.00 565.00 4.2500 | 565.00 565.00 565.00 565.00 565.00 4.5000 | 565.00 565.00 565.00 565.00 565.00 4.7500 | 565.00 565.00 565.00 565.00 565.00 5.0000 | 565.00 565.00 565.00 565.00 565.00 5.2500 | 565.00 565.00 565.00 565.00 565.00 5.5000 | 565.00 565.00 565.00 565.00 565.00 5.7500 | 565.00 565.00 565.00 565.00 565.00 6.0000 | 565.00 565.00 565.00 565.00 565.00 6.2500 | 565.00 565.00 565.00 565.00 565.00 6.5000 | 565.00 565.00 565.00 565.00 565.00 6.7500 | 565.00 565.00 565.00 565.00 565.00 7.0000 | 565.00 565.00 565.00 565.00 565.00 7.2500 | 565.00 565.00 565.00 565.01 565.01 7.5000 | 565.02 565.03 565.05 565.06 565.08 7.7500 | 565.10 565.12 565.14 565.16 565.18 8.0000 | 565.20 565.22 565.24 565.26 565.27 8.2500 | 565.29 565.31 565.32 565.33 565.35 8.5000 | 565.36 565.38 565.39 565.41 565.42 8.7500 | 565.43 565.45 565.46 565.48 565.50 9.0000 | 565.51 565.53 565.54 565.56 565.57 9.2500 | 565.59 565.60 565.61 565.63 565.64 9.5000 | 565.65 565.66 565.67 565.68 565.69 9.7500 | 565.70 565.72 565.73 565.74 565.76 10.0000 | 565.77 565.79 565.81 565.82 565.84 10.2500 | 565.86 565.88 565.90 565.92 565.95 10.5000 | 565.97 565.99 566.01 566.02 566.03 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.16 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 566.04 566.06 566.08 566.10 566.12 11.0000 | 566.15 566.18 566.21 566.24 566.28 11.2500 | 566.31 566.35 566.40 566.45 566.50 11.5000 | 566.55 566.62 566.69 566.79 566.93 11.7500 | 567.15 567.46 567.91 568.30 568.81 12.0000 | 569.57 570.34 571.05 571.77 572.34 12.2500 | 572.77 573.12 573.37 573.54 573.64 12.5000 | 573.68 573.68 573.65 573.59 573.50 12.7500 | 573.40 573.29 573.17 573.05 572.92 13.0000 | 572.79 572.65 572.52 572.39 572.26 13.2500 | 572.12 571.99 571.81 571.64 571.47 13.5000 | 571.31 571.15 570.99 570.84 570.69 13.7500 | 570.54 570.40 570.25 570.11 569.95 14.0000 | 569.73 569.52 569.32 569.13 568.95 14.2500 | 568.77 568.60 568.44 568.29 568.14 14.5000 | 568.00 567.76 567.55 567.38 567.24 14.7500 | 567.11 567.01 566.94 566.87 566.82 15.0000 | 566.78 566.74 566.70 566.68 566.65 15.2500 | 566.63 566.61 566.59 566.57 566.56 15.5000 | 566.54 566.53 566.52 566.51 566.49 15.7500 | 566.48 566.47 566.46 566.45 566.44 16.0000 | 566.43 566.42 566.41 566.40 566.39 16.2500 | 566.38 566.37 566.36 566.35 566.34 16.5000 | 566.34 566.33 566.32 566.32 566.31 16.7500 | 566.30 566.30 566.29 566.29 566.28 17.0000 | 566.28 566.28 566.27 566.27 566.26 17.2500 | 566.26 566.25 566.25 566.25 566.24 17.5000 | 566.24 566.23 566.23 566.23 566.22 17.7500 | 566.22 566.21 566.21 566.21 566.20 18.0000 | 566.20 566.20 566.19 566.19 566.18 18.2500 | 566.18 566.18 566.17 566.17 566.16 18.5000 | 566.16 566.15 566.15 566.15 566.14 18.7500 | 566.14 566.13 566.13 566.13 566.12 19.0000 | 566.12 566.11 566.11 566.10 566.10 19.2500 | 566.10 566.09 566.09 566.08 566.08 19.5000 | 566.08 566.07 566.07 566.06 566.06 19.7500 | 566.05 566.05 566.04 566.04 566.04 20.0000 | 566.03 566.03 566.02 566.02 566.01 20.2500 | 566.01 566.00 566.00 565.99 565.98 20.5000 | 565.98 565.97 565.97 565.97 565.96 20.7500 | 565.96 565.96 565.96 565.96 565.96 21.0000 | 565.96 565.96 565.96 565.95 565.95 21.2500 | 565.95 565.95 565.95 565.95 565.95 21.5000 | 565.95 565.95 565.95 565.94 565.94 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.17 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 565.94 565.94 565.94 565.94 565.94 22.0000 | 565.94 565.94 565.94 565.94 565.93 22.2500 | 565.93 565.93 565.93 565.93 565.93 22.5000 | 565.93 565.93 565.93 565.93 565.92 22.7500 | 565.92 565.92 565.92 565.92 565.92 23.0000 | 565.92 565.92 565.92 565.92 565.92 23.2500 | 565.91 565.91 565.91 565.91 565.91 23.5000 | 565.91 565.91 565.91 565.91 565.91 23.7500 | 565.90 565.90 565.90 565.90 565.90 24.0000 | 565.90 565.90 565.89 565.87 565.85 24.2500 | 565.81 565.76 565.70 565.64 565.57 24.5000 | 565.52 565.46 565.42 565.37 565.34 24.7500 | 565.30 565.27 565.25 565.23 565.21 25.0000 | 565.19 565.17 565.16 565.14 565.13 25.2500 | 565.12 565.11 565.11 565.10 565.09 25.5000 | 565.09 565.08 565.08 565.07 565.07 25.7500 | 565.06 565.06 565.06 565.05 565.05 26.0000 | 565.05 565.04 565.04 565.04 565.03 26.2500 | 565.03 565.03 565.03 565.03 565.02 26.5000 | 565.02 565.02 565.02 565.02 565.02 26.7500 | 565.02 565.02 565.01 565.01 565.01 27.0000 | 565.01 565.01 565.01 565.01 565.01 27.2500 | 565.01 565.01 565.01 565.01 565.01 27.5000 | 565.01 565.01 565.01 565.00 565.00 27.7500 | 565.00 565.00 565.00 565.00 565.00 28.0000 | 565.00 565.00 565.00 565.00 565.00 28.2500 | 565.00 565.00 565.00 565.00 565.00 28.5000 | 565.00 565.00 565.00 565.00 565.00 28.7500 | 565.00 565.00 565.00 565.00 565.00 29.0000 | 565.00 565.00 565.00 565.00 565.00 29.2500 | 565.00 565.00 565.00 565.00 565.00 29.5000 | 565.00 565.00 565.00 565.00 565.00 29.7500 | 565.00 565.00 565.00 565.00 565.00 30.0000 | 565.00 565.00 565.00 565.00 565.00 30.2500 | 565.00 565.00 565.00 565.00 565.00 30.5000 | 565.00 565.00 565.00 565.00 565.00 30.7500 | 565.00 565.00 565.00 565.00 565.00 31.0000 | 565.00 565.00 565.00 565.00 565.00 31.2500 | 565.00 565.00 565.00 565.00 565.00 31.5000 | 565.00 565.00 565.00 565.00 565.00 31.7500 | 565.00 565.00 565.00 565.00 565.00 32.0000 | 565.00 565.00 565.00 565.00 565.00 32.2500 | 565.00 565.00 565.00 565.00 565.00 32.5000 | 565.00 565.00 565.00 565.00 565.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.18 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 565.00 565.00 565.00 565.00 565.00 33.0000 | 565.00 565.00 565.00 565.00 565.00 33.2500 | 565.00 565.00 565.00 565.00 565.00 33.5000 | 565.00 565.00 565.00 565.00 565.00 33.7500 | 565.00 565.00 565.00 565.00 565.00 34.0000 | 565.00 565.00 565.00 565.00 565.00 34.2500 | 565.00 565.00 565.00 565.00 565.00 34.5000 | 565.00 565.00 565.00 565.00 565.00 34.7500 | 565.00 565.00 565.00 565.00 565.00 35.0000 | 565.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.19 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 563.50 563.50 563.50 563.50 563.50 .2500 | 563.50 563.50 563.50 563.50 563.50 .5000 | 563.50 563.50 563.50 563.50 563.50 .7500 | 563.50 563.50 563.50 563.50 563.50 1.0000 | 563.50 563.50 563.50 563.50 563.50 1.2500 | 563.50 563.50 563.50 563.50 563.50 1.5000 | 563.50 563.50 563.50 563.50 563.50 1.7500 | 563.50 563.50 563.50 563.50 563.50 2.0000 | 563.50 563.50 563.50 563.50 563.50 2.2500 | 563.50 563.50 563.50 563.50 563.50 2.5000 | 563.50 563.50 563.50 563.50 563.50 2.7500 | 563.50 563.50 563.50 563.50 563.50 3.0000 | 563.50 563.50 563.50 563.50 563.50 3.2500 | 563.50 563.50 563.50 563.50 563.50 3.5000 | 563.50 563.50 563.50 563.50 563.50 3.7500 | 563.50 563.50 563.50 563.50 563.50 4.0000 | 563.50 563.50 563.50 563.50 563.50 4.2500 | 563.50 563.50 563.50 563.50 563.50 4.5000 | 563.50 563.50 563.50 563.50 563.50 4.7500 | 563.50 563.50 563.50 563.50 563.50 5.0000 | 563.50 563.50 563.50 563.50 563.50 5.2500 | 563.50 563.50 563.50 563.50 563.50 5.5000 | 563.50 563.50 563.50 563.50 563.50 5.7500 | 563.50 563.50 563.50 563.50 563.50 6.0000 | 563.50 563.50 563.50 563.50 563.50 6.2500 | 563.50 563.50 563.50 563.50 563.50 6.5000 | 563.50 563.50 563.50 563.50 563.50 6.7500 | 563.50 563.50 563.50 563.50 563.50 7.0000 | 563.50 563.50 563.50 563.50 563.50 7.2500 | 563.50 563.50 563.50 563.50 563.50 7.5000 | 563.50 563.50 563.50 563.50 563.50 7.7500 | 563.50 563.50 563.50 563.50 563.50 8.0000 | 563.50 563.50 563.50 563.50 563.50 8.2500 | 563.50 563.50 563.50 563.50 563.50 8.5000 | 563.50 563.50 563.50 563.50 563.50 8.7500 | 563.50 563.50 563.50 563.50 563.50 9.0000 | 563.50 563.51 563.51 563.52 563.53 9.2500 | 563.54 563.56 563.58 563.61 563.64 9.5000 | 563.68 563.71 563.74 563.77 563.80 9.7500 | 563.83 563.85 563.87 563.90 563.92 10.0000 | 563.94 563.96 563.98 564.00 564.01 10.2500 | 564.02 564.03 564.04 564.06 564.07 10.5000 | 564.09 564.11 564.13 564.15 564.18 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.20 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 564.20 564.23 564.25 564.28 564.31 11.0000 | 564.34 564.37 564.40 564.44 564.47 11.2500 | 564.51 564.55 564.59 564.63 564.66 11.5000 | 564.69 564.72 564.76 564.81 564.86 11.7500 | 564.95 565.07 565.25 565.52 565.90 12.0000 | 566.23 566.57 566.92 567.23 567.47 12.2500 | 567.66 567.81 567.94 568.03 568.09 12.5000 | 568.13 568.16 568.17 568.16 568.14 12.7500 | 568.11 568.08 568.03 567.98 567.92 13.0000 | 567.87 567.81 567.76 567.71 567.66 13.2500 | 567.59 567.53 567.45 567.38 567.30 13.5000 | 567.23 567.16 567.09 567.02 566.95 13.7500 | 566.87 566.77 566.66 566.54 566.41 14.0000 | 566.30 566.18 566.06 565.94 565.81 14.2500 | 565.70 565.61 565.54 565.47 565.42 14.5000 | 565.37 565.33 565.30 565.27 565.24 14.7500 | 565.22 565.19 565.17 565.16 565.14 15.0000 | 565.12 565.11 565.10 565.09 565.07 15.2500 | 565.06 565.05 565.04 565.03 565.02 15.5000 | 565.01 565.00 564.99 564.99 564.98 15.7500 | 564.97 564.96 564.95 564.94 564.93 16.0000 | 564.92 564.92 564.91 564.90 564.89 16.2500 | 564.88 564.87 564.86 564.85 564.85 16.5000 | 564.84 564.83 564.82 564.82 564.81 16.7500 | 564.81 564.80 564.79 564.79 564.78 17.0000 | 564.78 564.77 564.77 564.76 564.76 17.2500 | 564.75 564.75 564.75 564.74 564.74 17.5000 | 564.73 564.73 564.73 564.72 564.72 17.7500 | 564.71 564.71 564.70 564.69 564.69 18.0000 | 564.68 564.68 564.67 564.67 564.67 18.2500 | 564.66 564.66 564.65 564.65 564.65 18.5000 | 564.64 564.64 564.63 564.63 564.63 18.7500 | 564.62 564.62 564.62 564.61 564.61 19.0000 | 564.60 564.60 564.60 564.59 564.59 19.2500 | 564.58 564.58 564.58 564.57 564.57 19.5000 | 564.56 564.56 564.55 564.55 564.55 19.7500 | 564.54 564.54 564.53 564.53 564.52 20.0000 | 564.52 564.52 564.51 564.51 564.50 20.2500 | 564.50 564.49 564.49 564.49 564.48 20.5000 | 564.48 564.48 564.47 564.47 564.47 20.7500 | 564.47 564.47 564.46 564.46 564.46 21.0000 | 564.46 564.46 564.46 564.46 564.45 21.2500 | 564.45 564.45 564.45 564.45 564.45 21.5000 | 564.45 564.45 564.45 564.45 564.45 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.21 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 564.44 564.44 564.44 564.44 564.44 22.0000 | 564.44 564.44 564.44 564.44 564.44 22.2500 | 564.44 564.44 564.43 564.43 564.43 22.5000 | 564.43 564.43 564.43 564.43 564.43 22.7500 | 564.43 564.43 564.43 564.42 564.42 23.0000 | 564.42 564.42 564.42 564.42 564.42 23.2500 | 564.42 564.42 564.42 564.42 564.41 23.5000 | 564.41 564.41 564.41 564.41 564.41 23.7500 | 564.41 564.41 564.41 564.41 564.41 24.0000 | 564.41 564.40 564.40 564.40 564.39 24.2500 | 564.38 564.36 564.33 564.30 564.27 24.5000 | 564.23 564.20 564.16 564.12 564.09 24.7500 | 564.05 564.02 563.98 563.91 563.85 25.0000 | 563.81 563.78 563.75 563.73 563.71 25.2500 | 563.69 563.68 563.66 563.65 563.64 25.5000 | 563.63 563.63 563.62 563.62 563.61 25.7500 | 563.61 563.60 563.60 563.60 563.60 26.0000 | 563.59 563.59 563.58 563.58 563.58 26.2500 | 563.57 563.57 563.57 563.56 563.56 26.5000 | 563.56 563.55 563.55 563.55 563.55 26.7500 | 563.54 563.54 563.54 563.54 563.54 27.0000 | 563.53 563.53 563.53 563.53 563.53 27.2500 | 563.52 563.52 563.52 563.52 563.52 27.5000 | 563.52 563.52 563.52 563.51 563.51 27.7500 | 563.51 563.51 563.51 563.51 563.51 28.0000 | 563.51 563.51 563.51 563.51 563.51 28.2500 | 563.51 563.51 563.51 563.51 563.51 28.5000 | 563.51 563.50 563.50 563.50 563.50 28.7500 | 563.50 563.50 563.50 563.50 563.50 29.0000 | 563.50 563.50 563.50 563.50 563.50 29.2500 | 563.50 563.50 563.50 563.50 563.50 29.5000 | 563.50 563.50 563.50 563.50 563.50 29.7500 | 563.50 563.50 563.50 563.50 563.50 30.0000 | 563.50 563.50 563.50 563.50 563.50 30.2500 | 563.50 563.50 563.50 563.50 563.50 30.5000 | 563.50 563.50 563.50 563.50 563.50 30.7500 | 563.50 563.50 563.50 563.50 563.50 31.0000 | 563.50 563.50 563.50 563.50 563.50 31.2500 | 563.50 563.50 563.50 563.50 563.50 31.5000 | 563.50 563.50 563.50 563.50 563.50 31.7500 | 563.50 563.50 563.50 563.50 563.50 32.0000 | 563.50 563.50 563.50 563.50 563.50 32.2500 | 563.50 563.50 563.50 563.50 563.50 32.5000 | 563.50 563.50 563.50 563.50 563.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.22 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 563.50 563.50 563.50 563.50 563.50 33.0000 | 563.50 563.50 563.50 563.50 563.50 33.2500 | 563.50 563.50 563.50 563.50 563.50 33.5000 | 563.50 563.50 563.50 563.50 563.50 33.7500 | 563.50 563.50 563.50 563.50 563.50 34.0000 | 563.50 563.50 563.50 563.50 563.50 34.2500 | 563.50 563.50 563.50 563.50 563.50 34.5000 | 563.50 563.50 563.50 563.50 563.50 34.7500 | 563.50 563.50 563.50 563.50 563.50 35.0000 | 563.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.23 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 563.50 563.50 563.50 563.50 563.50 .2500 | 563.50 563.50 563.50 563.50 563.50 .5000 | 563.50 563.50 563.50 563.50 563.50 .7500 | 563.50 563.50 563.50 563.50 563.50 1.0000 | 563.50 563.50 563.50 563.50 563.50 1.2500 | 563.50 563.50 563.50 563.50 563.50 1.5000 | 563.50 563.50 563.50 563.50 563.50 1.7500 | 563.50 563.50 563.50 563.50 563.50 2.0000 | 563.50 563.50 563.50 563.50 563.50 2.2500 | 563.50 563.50 563.50 563.50 563.50 2.5000 | 563.50 563.50 563.50 563.50 563.50 2.7500 | 563.50 563.50 563.50 563.50 563.50 3.0000 | 563.50 563.50 563.50 563.50 563.50 3.2500 | 563.50 563.50 563.50 563.50 563.50 3.5000 | 563.50 563.50 563.50 563.50 563.50 3.7500 | 563.50 563.50 563.50 563.50 563.50 4.0000 | 563.50 563.50 563.50 563.50 563.50 4.2500 | 563.50 563.50 563.50 563.50 563.50 4.5000 | 563.50 563.50 563.50 563.50 563.50 4.7500 | 563.50 563.50 563.50 563.50 563.50 5.0000 | 563.50 563.50 563.50 563.50 563.50 5.2500 | 563.50 563.50 563.50 563.50 563.50 5.5000 | 563.50 563.50 563.50 563.50 563.50 5.7500 | 563.50 563.50 563.50 563.50 563.50 6.0000 | 563.50 563.50 563.50 563.50 563.50 6.2500 | 563.50 563.50 563.50 563.50 563.50 6.5000 | 563.50 563.50 563.50 563.50 563.50 6.7500 | 563.50 563.50 563.50 563.50 563.50 7.0000 | 563.50 563.50 563.50 563.50 563.50 7.2500 | 563.50 563.50 563.50 563.50 563.50 7.5000 | 563.50 563.50 563.50 563.50 563.50 7.7500 | 563.50 563.50 563.50 563.50 563.50 8.0000 | 563.50 563.50 563.50 563.50 563.50 8.2500 | 563.50 563.50 563.50 563.50 563.50 8.5000 | 563.50 563.50 563.51 563.51 563.52 8.7500 | 563.53 563.54 563.55 563.57 563.60 9.0000 | 563.63 563.67 563.70 563.73 563.76 9.2500 | 563.80 563.82 563.85 563.88 563.90 9.5000 | 563.92 563.94 563.96 563.98 564.00 9.7500 | 564.01 564.01 564.02 564.03 564.04 10.0000 | 564.05 564.07 564.08 564.10 564.11 10.2500 | 564.13 564.15 564.17 564.19 564.21 10.5000 | 564.24 564.26 564.28 564.31 564.33 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.24 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 564.36 564.39 564.42 564.45 564.48 11.0000 | 564.51 564.54 564.58 564.61 564.64 11.2500 | 564.67 564.69 564.72 564.75 564.78 11.5000 | 564.82 564.86 564.90 564.96 565.03 11.7500 | 565.14 565.29 565.50 565.81 566.15 12.0000 | 566.47 566.83 567.17 567.45 567.68 12.2500 | 567.89 568.06 568.19 568.31 568.40 12.5000 | 568.46 568.50 568.52 568.52 568.51 12.7500 | 568.48 568.44 568.39 568.33 568.27 13.0000 | 568.21 568.14 568.08 568.02 567.94 13.2500 | 567.87 567.81 567.75 567.70 567.64 13.5000 | 567.57 567.50 567.42 567.35 567.28 13.7500 | 567.20 567.13 567.06 566.99 566.92 14.0000 | 566.84 566.73 566.62 566.50 566.38 14.2500 | 566.26 566.14 566.03 565.90 565.78 14.5000 | 565.68 565.60 565.54 565.48 565.43 14.7500 | 565.39 565.36 565.33 565.30 565.28 15.0000 | 565.26 565.24 565.22 565.20 565.19 15.2500 | 565.17 565.16 565.15 565.14 565.13 15.5000 | 565.12 565.11 565.10 565.09 565.08 15.7500 | 565.07 565.06 565.05 565.04 565.03 16.0000 | 565.02 565.01 565.00 564.99 564.98 16.2500 | 564.97 564.96 564.95 564.94 564.93 16.5000 | 564.93 564.92 564.91 564.90 564.90 16.7500 | 564.89 564.88 564.88 564.87 564.86 17.0000 | 564.86 564.85 564.85 564.84 564.84 17.2500 | 564.84 564.83 564.83 564.82 564.82 17.5000 | 564.81 564.81 564.81 564.80 564.80 17.7500 | 564.80 564.79 564.79 564.78 564.78 18.0000 | 564.78 564.77 564.77 564.76 564.76 18.2500 | 564.76 564.75 564.75 564.74 564.74 18.5000 | 564.73 564.73 564.73 564.72 564.72 18.7500 | 564.71 564.70 564.70 564.69 564.68 19.0000 | 564.68 564.67 564.67 564.66 564.66 19.2500 | 564.65 564.65 564.64 564.64 564.64 19.5000 | 564.63 564.63 564.62 564.62 564.61 19.7500 | 564.61 564.60 564.60 564.60 564.59 20.0000 | 564.59 564.58 564.58 564.57 564.57 20.2500 | 564.56 564.56 564.55 564.55 564.55 20.5000 | 564.54 564.54 564.54 564.53 564.53 20.7500 | 564.53 564.53 564.53 564.52 564.52 21.0000 | 564.52 564.52 564.52 564.52 564.52 21.2500 | 564.51 564.51 564.51 564.51 564.51 21.5000 | 564.51 564.51 564.51 564.51 564.51 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.25 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 564.51 564.50 564.50 564.50 564.50 22.0000 | 564.50 564.50 564.50 564.50 564.50 22.2500 | 564.50 564.49 564.49 564.49 564.49 22.5000 | 564.49 564.49 564.49 564.49 564.49 22.7500 | 564.49 564.48 564.48 564.48 564.48 23.0000 | 564.48 564.48 564.48 564.48 564.48 23.2500 | 564.48 564.47 564.47 564.47 564.47 23.5000 | 564.47 564.47 564.47 564.47 564.47 23.7500 | 564.47 564.46 564.46 564.46 564.46 24.0000 | 564.46 564.46 564.46 564.45 564.44 24.2500 | 564.43 564.41 564.38 564.35 564.31 24.5000 | 564.27 564.23 564.19 564.15 564.11 24.7500 | 564.08 564.04 564.01 563.95 563.88 25.0000 | 563.83 563.79 563.76 563.74 563.72 25.2500 | 563.70 563.69 563.67 563.66 563.65 25.5000 | 563.64 563.63 563.62 563.62 563.61 25.7500 | 563.61 563.61 563.60 563.60 563.60 26.0000 | 563.59 563.59 563.59 563.58 563.58 26.2500 | 563.58 563.57 563.57 563.57 563.56 26.5000 | 563.56 563.56 563.55 563.55 563.55 26.7500 | 563.55 563.54 563.54 563.54 563.54 27.0000 | 563.53 563.53 563.53 563.53 563.53 27.2500 | 563.53 563.52 563.52 563.52 563.52 27.5000 | 563.52 563.52 563.52 563.52 563.51 27.7500 | 563.51 563.51 563.51 563.51 563.51 28.0000 | 563.51 563.51 563.51 563.51 563.51 28.2500 | 563.51 563.51 563.51 563.51 563.51 28.5000 | 563.51 563.50 563.50 563.50 563.50 28.7500 | 563.50 563.50 563.50 563.50 563.50 29.0000 | 563.50 563.50 563.50 563.50 563.50 29.2500 | 563.50 563.50 563.50 563.50 563.50 29.5000 | 563.50 563.50 563.50 563.50 563.50 29.7500 | 563.50 563.50 563.50 563.50 563.50 30.0000 | 563.50 563.50 563.50 563.50 563.50 30.2500 | 563.50 563.50 563.50 563.50 563.50 30.5000 | 563.50 563.50 563.50 563.50 563.50 30.7500 | 563.50 563.50 563.50 563.50 563.50 31.0000 | 563.50 563.50 563.50 563.50 563.50 31.2500 | 563.50 563.50 563.50 563.50 563.50 31.5000 | 563.50 563.50 563.50 563.50 563.50 31.7500 | 563.50 563.50 563.50 563.50 563.50 32.0000 | 563.50 563.50 563.50 563.50 563.50 32.2500 | 563.50 563.50 563.50 563.50 563.50 32.5000 | 563.50 563.50 563.50 563.50 563.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.26 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 563.50 563.50 563.50 563.50 563.50 33.0000 | 563.50 563.50 563.50 563.50 563.50 33.2500 | 563.50 563.50 563.50 563.50 563.50 33.5000 | 563.50 563.50 563.50 563.50 563.50 33.7500 | 563.50 563.50 563.50 563.50 563.50 34.0000 | 563.50 563.50 563.50 563.50 563.50 34.2500 | 563.50 563.50 563.50 563.50 563.50 34.5000 | 563.50 563.50 563.50 563.50 563.50 34.7500 | 563.50 563.50 563.50 563.50 563.50 35.0000 | 563.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.27 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 563.50 563.50 563.50 563.50 563.50 .2500 | 563.50 563.50 563.50 563.50 563.50 .5000 | 563.50 563.50 563.50 563.50 563.50 .7500 | 563.50 563.50 563.50 563.50 563.50 1.0000 | 563.50 563.50 563.50 563.50 563.50 1.2500 | 563.50 563.50 563.50 563.50 563.50 1.5000 | 563.50 563.50 563.50 563.50 563.50 1.7500 | 563.50 563.50 563.50 563.50 563.50 2.0000 | 563.50 563.50 563.50 563.50 563.50 2.2500 | 563.50 563.50 563.50 563.50 563.50 2.5000 | 563.50 563.50 563.50 563.50 563.50 2.7500 | 563.50 563.50 563.50 563.50 563.50 3.0000 | 563.50 563.50 563.50 563.50 563.50 3.2500 | 563.50 563.50 563.50 563.50 563.50 3.5000 | 563.50 563.50 563.50 563.50 563.50 3.7500 | 563.50 563.50 563.50 563.50 563.50 4.0000 | 563.50 563.50 563.50 563.50 563.50 4.2500 | 563.50 563.50 563.50 563.50 563.50 4.5000 | 563.50 563.50 563.50 563.50 563.50 4.7500 | 563.50 563.50 563.50 563.50 563.50 5.0000 | 563.50 563.50 563.50 563.50 563.50 5.2500 | 563.50 563.50 563.50 563.50 563.50 5.5000 | 563.50 563.50 563.50 563.50 563.50 5.7500 | 563.50 563.50 563.50 563.50 563.50 6.0000 | 563.50 563.50 563.50 563.50 563.50 6.2500 | 563.50 563.50 563.50 563.50 563.50 6.5000 | 563.50 563.50 563.50 563.50 563.50 6.7500 | 563.50 563.50 563.50 563.50 563.50 7.0000 | 563.50 563.50 563.50 563.50 563.50 7.2500 | 563.50 563.50 563.50 563.50 563.50 7.5000 | 563.51 563.51 563.51 563.52 563.53 7.7500 | 563.54 563.56 563.58 563.61 563.64 8.0000 | 563.67 563.70 563.72 563.75 563.78 8.2500 | 563.80 563.82 563.84 563.87 563.89 8.5000 | 563.91 563.92 563.94 563.96 563.98 8.7500 | 564.00 564.01 564.01 564.02 564.03 9.0000 | 564.05 564.06 564.08 564.09 564.11 9.2500 | 564.13 564.14 564.16 564.18 564.20 9.5000 | 564.21 564.23 564.25 564.26 564.28 9.7500 | 564.29 564.31 564.32 564.34 564.35 10.0000 | 564.37 564.39 564.41 564.43 564.45 10.2500 | 564.47 564.49 564.51 564.53 564.56 10.5000 | 564.58 564.61 564.64 564.66 564.68 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.28 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 564.70 564.72 564.74 564.76 564.78 11.0000 | 564.81 564.84 564.86 564.90 564.93 11.2500 | 564.97 565.01 565.05 565.10 565.15 11.5000 | 565.21 565.27 565.34 565.42 565.52 11.7500 | 565.66 565.86 566.11 566.36 566.67 12.0000 | 567.02 567.35 567.65 567.95 568.20 12.2500 | 568.44 568.65 568.85 569.01 569.10 12.5000 | 569.15 569.18 569.20 569.20 569.19 12.7500 | 569.17 569.15 569.13 569.10 569.07 13.0000 | 569.03 568.99 568.93 568.87 568.80 13.2500 | 568.73 568.66 568.58 568.50 568.42 13.5000 | 568.33 568.25 568.17 568.10 568.02 13.7500 | 567.94 567.87 567.80 567.74 567.68 14.0000 | 567.62 567.55 567.48 567.41 567.33 14.2500 | 567.26 567.19 567.11 567.04 566.98 14.5000 | 566.91 566.83 566.73 566.62 566.50 14.7500 | 566.38 566.28 566.17 566.07 565.97 15.0000 | 565.85 565.76 565.69 565.63 565.58 15.2500 | 565.54 565.50 565.47 565.44 565.42 15.5000 | 565.40 565.38 565.36 565.34 565.33 15.7500 | 565.31 565.30 565.28 565.27 565.26 16.0000 | 565.25 565.23 565.22 565.21 565.20 16.2500 | 565.19 565.18 565.16 565.15 565.14 16.5000 | 565.13 565.12 565.12 565.11 565.10 16.7500 | 565.09 565.08 565.08 565.07 565.06 17.0000 | 565.06 565.05 565.05 565.04 565.03 17.2500 | 565.03 565.02 565.02 565.01 565.01 17.5000 | 565.01 565.00 565.00 564.99 564.99 17.7500 | 564.98 564.98 564.97 564.97 564.96 18.0000 | 564.96 564.95 564.95 564.94 564.94 18.2500 | 564.94 564.93 564.93 564.92 564.92 18.5000 | 564.91 564.91 564.90 564.90 564.89 18.7500 | 564.89 564.88 564.88 564.87 564.87 19.0000 | 564.86 564.86 564.85 564.85 564.84 19.2500 | 564.84 564.83 564.83 564.82 564.82 19.5000 | 564.82 564.81 564.81 564.80 564.80 19.7500 | 564.79 564.79 564.78 564.77 564.77 20.0000 | 564.76 564.76 564.75 564.75 564.74 20.2500 | 564.74 564.73 564.73 564.72 564.71 20.5000 | 564.71 564.70 564.69 564.69 564.68 20.7500 | 564.68 564.68 564.67 564.67 564.67 21.0000 | 564.67 564.67 564.66 564.66 564.66 21.2500 | 564.66 564.66 564.66 564.66 564.65 21.5000 | 564.65 564.65 564.65 564.65 564.65 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.29 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 564.65 564.65 564.65 564.64 564.64 22.0000 | 564.64 564.64 564.64 564.64 564.64 22.2500 | 564.64 564.64 564.63 564.63 564.63 22.5000 | 564.63 564.63 564.63 564.63 564.63 22.7500 | 564.63 564.62 564.62 564.62 564.62 23.0000 | 564.62 564.62 564.62 564.62 564.62 23.2500 | 564.61 564.61 564.61 564.61 564.61 23.5000 | 564.61 564.61 564.61 564.61 564.60 23.7500 | 564.60 564.60 564.60 564.60 564.60 24.0000 | 564.60 564.60 564.59 564.59 564.58 24.2500 | 564.56 564.53 564.50 564.46 564.41 24.5000 | 564.36 564.31 564.27 564.22 564.17 24.7500 | 564.13 564.09 564.06 564.02 563.98 25.0000 | 563.90 563.84 563.80 563.77 563.74 25.2500 | 563.72 563.70 563.69 563.67 563.66 25.5000 | 563.65 563.64 563.63 563.62 563.62 25.7500 | 563.61 563.61 563.61 563.60 563.60 26.0000 | 563.60 563.59 563.59 563.59 563.58 26.2500 | 563.58 563.58 563.57 563.57 563.57 26.5000 | 563.56 563.56 563.56 563.55 563.55 26.7500 | 563.55 563.55 563.54 563.54 563.54 27.0000 | 563.54 563.53 563.53 563.53 563.53 27.2500 | 563.53 563.53 563.52 563.52 563.52 27.5000 | 563.52 563.52 563.52 563.52 563.52 27.7500 | 563.51 563.51 563.51 563.51 563.51 28.0000 | 563.51 563.51 563.51 563.51 563.51 28.2500 | 563.51 563.51 563.51 563.51 563.51 28.5000 | 563.51 563.51 563.50 563.50 563.50 28.7500 | 563.50 563.50 563.50 563.50 563.50 29.0000 | 563.50 563.50 563.50 563.50 563.50 29.2500 | 563.50 563.50 563.50 563.50 563.50 29.5000 | 563.50 563.50 563.50 563.50 563.50 29.7500 | 563.50 563.50 563.50 563.50 563.50 30.0000 | 563.50 563.50 563.50 563.50 563.50 30.2500 | 563.50 563.50 563.50 563.50 563.50 30.5000 | 563.50 563.50 563.50 563.50 563.50 30.7500 | 563.50 563.50 563.50 563.50 563.50 31.0000 | 563.50 563.50 563.50 563.50 563.50 31.2500 | 563.50 563.50 563.50 563.50 563.50 31.5000 | 563.50 563.50 563.50 563.50 563.50 31.7500 | 563.50 563.50 563.50 563.50 563.50 32.0000 | 563.50 563.50 563.50 563.50 563.50 32.2500 | 563.50 563.50 563.50 563.50 563.50 32.5000 | 563.50 563.50 563.50 563.50 563.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.30 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 563.50 563.50 563.50 563.50 563.50 33.0000 | 563.50 563.50 563.50 563.50 563.50 33.2500 | 563.50 563.50 563.50 563.50 563.50 33.5000 | 563.50 563.50 563.50 563.50 563.50 33.7500 | 563.50 563.50 563.50 563.50 563.50 34.0000 | 563.50 563.50 563.50 563.50 563.50 34.2500 | 563.50 563.50 563.50 563.50 563.50 34.5000 | 563.50 563.50 563.50 563.50 563.50 34.7500 | 563.50 563.50 563.50 563.50 563.50 35.0000 | 563.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.31 Name.... BASIN4 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | 579.00 579.00 579.01 579.02 579.03 9.2000 | 579.05 579.07 579.09 579.11 579.11 9.4500 | 579.12 579.13 579.14 579.15 579.16 9.7000 | 579.17 579.18 579.19 579.20 579.21 9.9500 | 579.22 579.23 579.24 579.25 579.26 10.2000 | 579.27 579.28 579.29 579.31 579.31 10.4500 | 579.33 579.34 579.35 579.36 579.38 10.7000 | 579.39 579.41 579.42 579.43 579.45 10.9500 | 579.47 579.48 579.50 579.52 579.54 11.2000 | 579.56 579.58 579.60 579.63 579.65 11.4500 | 579.68 579.71 579.75 579.79 579.84 11.7000 | 579.93 580.05 580.22 580.46 580.78 11.9500 | 581.18 581.64 582.12 582.59 583.02 12.2000 | 583.37 583.65 583.85 583.98 584.05 12.4500 | 584.09 584.09 584.07 584.04 583.98 12.7000 | 583.92 583.84 583.75 583.66 583.55 12.9500 | 583.45 583.33 583.21 583.09 582.96 13.2000 | 582.83 582.70 582.56 582.42 582.28 13.4500 | 582.13 581.98 581.83 581.68 581.52 13.7000 | 581.36 581.20 581.04 580.88 580.72 13.9500 | 580.57 580.44 580.33 580.23 580.15 14.2000 | 580.09 580.03 579.99 579.95 579.93 14.4500 | 579.91 579.89 579.87 579.86 579.85 14.7000 | 579.84 579.84 579.83 579.82 579.82 14.9500 | 579.81 579.81 579.80 579.80 579.79 15.2000 | 579.79 579.78 579.78 579.77 579.77 15.4500 | 579.76 579.76 579.75 579.75 579.74 15.7000 | 579.74 579.73 579.73 579.72 579.72 15.9500 | 579.71 579.71 579.70 579.70 579.69 16.2000 | 579.69 579.68 579.68 579.67 579.67 16.4500 | 579.67 579.66 579.66 579.66 579.65 16.7000 | 579.65 579.65 579.65 579.65 579.64 16.9500 | 579.64 579.64 579.64 579.64 579.63 17.2000 | 579.63 579.63 579.63 579.63 579.63 17.4500 | 579.62 579.62 579.62 579.62 579.62 17.7000 | 579.61 579.61 579.61 579.61 579.61 17.9500 | 579.60 579.60 579.60 579.60 579.60 18.2000 | 579.59 579.59 579.59 579.59 579.58 18.4500 | 579.58 579.58 579.58 579.58 579.57 18.7000 | 579.57 579.57 579.57 579.56 579.56 18.9500 | 579.56 579.56 579.56 579.55 579.55 19.2000 | 579.55 579.55 579.54 579.54 579.54 19.4500 | 579.54 579.54 579.53 579.53 579.53 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.32 Name.... BASIN4 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.7000 | 579.53 579.52 579.52 579.52 579.52 19.9500 | 579.51 579.51 579.51 579.51 579.51 20.2000 | 579.50 579.50 579.50 579.50 579.50 20.4500 | 579.50 579.49 579.49 579.49 579.49 20.7000 | 579.49 579.49 579.49 579.49 579.49 20.9500 | 579.49 579.49 579.49 579.49 579.49 21.2000 | 579.49 579.49 579.48 579.48 579.48 21.4500 | 579.48 579.48 579.48 579.48 579.48 21.7000 | 579.48 579.48 579.48 579.48 579.48 21.9500 | 579.48 579.48 579.48 579.48 579.48 22.2000 | 579.48 579.48 579.47 579.47 579.47 22.4500 | 579.47 579.47 579.47 579.47 579.47 22.7000 | 579.47 579.47 579.47 579.47 579.47 22.9500 | 579.47 579.47 579.47 579.47 579.47 23.2000 | 579.47 579.46 579.46 579.46 579.46 23.4500 | 579.46 579.46 579.46 579.46 579.46 23.7000 | 579.46 579.46 579.46 579.46 579.46 23.9500 | 579.46 579.46 579.46 579.45 579.44 24.2000 | 579.42 579.39 579.34 579.30 579.25 24.4500 | 579.21 579.18 579.15 579.13 579.11 24.7000 | 579.10 579.07 579.05 579.04 579.03 24.9500 | 579.02 579.01 579.01 579.01 579.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.33 Name.... BASIN4 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.5500 | 579.00 579.01 579.01 579.02 579.04 8.8000 | 579.06 579.08 579.10 579.11 579.12 9.0500 | 579.13 579.14 579.15 579.16 579.17 9.3000 | 579.19 579.20 579.21 579.21 579.22 9.5500 | 579.23 579.23 579.24 579.25 579.26 9.8000 | 579.27 579.28 579.29 579.30 579.31 10.0500 | 579.31 579.32 579.33 579.34 579.35 10.3000 | 579.37 579.38 579.39 579.40 579.41 10.5500 | 579.43 579.44 579.45 579.47 579.49 10.8000 | 579.50 579.52 579.53 579.55 579.57 11.0500 | 579.59 579.61 579.63 579.65 579.67 11.3000 | 579.70 579.72 579.75 579.78 579.82 11.5500 | 579.85 579.90 579.95 580.04 580.18 11.8000 | 580.38 580.65 581.01 581.45 581.95 12.0500 | 582.47 582.99 583.45 583.83 584.13 12.3000 | 584.35 584.50 584.59 584.64 584.66 12.5500 | 584.65 584.63 584.59 584.53 584.47 12.8000 | 584.39 584.31 584.22 584.12 584.02 13.0500 | 583.92 583.81 583.70 583.58 583.46 13.3000 | 583.33 583.21 583.08 582.94 582.81 13.5500 | 582.67 582.53 582.38 582.24 582.09 13.8000 | 581.94 581.79 581.63 581.47 581.31 14.0500 | 581.15 580.99 580.83 580.67 580.53 14.3000 | 580.40 580.30 580.21 580.14 580.08 14.5500 | 580.03 580.00 579.97 579.94 579.93 14.8000 | 579.91 579.90 579.89 579.88 579.87 15.0500 | 579.87 579.86 579.86 579.85 579.84 15.3000 | 579.84 579.83 579.83 579.82 579.82 15.5500 | 579.81 579.81 579.80 579.80 579.79 15.8000 | 579.78 579.78 579.77 579.77 579.76 16.0500 | 579.75 579.75 579.74 579.74 579.73 16.3000 | 579.73 579.72 579.72 579.72 579.71 16.5500 | 579.71 579.71 579.70 579.70 579.70 16.8000 | 579.70 579.69 579.69 579.69 579.69 17.0500 | 579.69 579.68 579.68 579.68 579.68 17.3000 | 579.67 579.67 579.67 579.67 579.67 17.5500 | 579.66 579.66 579.66 579.66 579.65 17.8000 | 579.65 579.65 579.65 579.65 579.64 18.0500 | 579.64 579.64 579.64 579.63 579.63 18.3000 | 579.63 579.63 579.63 579.62 579.62 18.5500 | 579.62 579.62 579.61 579.61 579.61 18.8000 | 579.61 579.61 579.60 579.60 579.60 19.0500 | 579.60 579.59 579.59 579.59 579.59 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.34 Name.... BASIN4 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.3000 | 579.58 579.58 579.58 579.58 579.57 19.5500 | 579.57 579.57 579.56 579.56 579.56 19.8000 | 579.56 579.55 579.55 579.55 579.55 20.0500 | 579.54 579.54 579.54 579.54 579.53 20.3000 | 579.53 579.53 579.53 579.53 579.53 20.5500 | 579.53 579.53 579.52 579.52 579.52 20.8000 | 579.52 579.52 579.52 579.52 579.52 21.0500 | 579.52 579.52 579.52 579.52 579.52 21.3000 | 579.52 579.52 579.52 579.52 579.52 21.5500 | 579.52 579.52 579.51 579.51 579.51 21.8000 | 579.51 579.51 579.51 579.51 579.51 22.0500 | 579.51 579.51 579.51 579.51 579.51 22.3000 | 579.51 579.51 579.51 579.51 579.51 22.5500 | 579.51 579.51 579.50 579.50 579.50 22.8000 | 579.50 579.50 579.50 579.50 579.50 23.0500 | 579.50 579.50 579.50 579.50 579.50 23.3000 | 579.50 579.50 579.50 579.50 579.50 23.5500 | 579.49 579.49 579.49 579.49 579.49 23.8000 | 579.49 579.49 579.49 579.49 579.49 24.0500 | 579.49 579.48 579.47 579.45 579.41 24.3000 | 579.37 579.32 579.27 579.23 579.19 24.5500 | 579.15 579.13 579.12 579.10 579.08 24.8000 | 579.06 579.04 579.03 579.02 579.02 25.0500 | 579.01 579.01 579.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.35 Name.... BASIN4 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.4500 | 579.00 579.00 579.01 579.02 579.03 7.7000 | 579.04 579.06 579.08 579.10 579.11 7.9500 | 579.12 579.12 579.13 579.14 579.15 8.2000 | 579.16 579.17 579.18 579.19 579.20 8.4500 | 579.20 579.21 579.22 579.23 579.24 8.7000 | 579.24 579.25 579.26 579.27 579.29 8.9500 | 579.30 579.30 579.31 579.32 579.33 9.2000 | 579.34 579.35 579.36 579.36 579.37 9.4500 | 579.38 579.39 579.39 579.40 579.41 9.7000 | 579.41 579.42 579.43 579.44 579.45 9.9500 | 579.46 579.47 579.48 579.49 579.50 10.2000 | 579.51 579.52 579.54 579.55 579.56 10.4500 | 579.58 579.60 579.61 579.62 579.64 10.7000 | 579.66 579.67 579.69 579.71 579.73 10.9500 | 579.75 579.77 579.79 579.82 579.84 11.2000 | 579.87 579.89 579.92 579.95 579.99 11.4500 | 580.03 580.07 580.11 580.17 580.25 11.7000 | 580.37 580.55 580.80 581.15 581.59 11.9500 | 582.12 582.71 583.33 583.93 584.46 12.2000 | 584.91 585.26 585.52 585.71 585.84 12.4500 | 585.92 585.97 585.99 585.99 585.97 12.7000 | 585.94 585.90 585.85 585.79 585.73 12.9500 | 585.66 585.58 585.50 585.42 585.33 13.2000 | 585.24 585.15 585.05 584.96 584.86 13.4500 | 584.75 584.65 584.54 584.43 584.32 13.7000 | 584.21 584.09 583.97 583.85 583.73 13.9500 | 583.60 583.47 583.34 583.21 583.07 14.2000 | 582.93 582.79 582.65 582.50 582.35 14.4500 | 582.20 582.05 581.90 581.75 581.59 14.7000 | 581.43 581.28 581.12 580.96 580.81 14.9500 | 580.66 580.53 580.42 580.33 580.25 15.2000 | 580.18 580.13 580.09 580.06 580.03 15.4500 | 580.01 579.99 579.98 579.96 579.95 15.7000 | 579.94 579.93 579.92 579.92 579.91 15.9500 | 579.90 579.90 579.89 579.88 579.87 16.2000 | 579.87 579.86 579.85 579.85 579.84 16.4500 | 579.84 579.83 579.83 579.83 579.82 16.7000 | 579.82 579.82 579.81 579.81 579.81 16.9500 | 579.81 579.80 579.80 579.80 579.79 17.2000 | 579.79 579.79 579.79 579.78 579.78 17.4500 | 579.78 579.78 579.77 579.77 579.77 17.7000 | 579.76 579.76 579.76 579.76 579.75 17.9500 | 579.75 579.75 579.75 579.74 579.74 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.36 Name.... BASIN4 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 18.2000 | 579.74 579.73 579.73 579.73 579.73 18.4500 | 579.72 579.72 579.72 579.72 579.71 18.7000 | 579.71 579.71 579.70 579.70 579.70 18.9500 | 579.70 579.69 579.69 579.69 579.68 19.2000 | 579.68 579.68 579.67 579.67 579.67 19.4500 | 579.67 579.66 579.66 579.66 579.65 19.7000 | 579.65 579.65 579.64 579.64 579.64 19.9500 | 579.64 579.63 579.63 579.63 579.62 20.2000 | 579.62 579.62 579.62 579.61 579.61 20.4500 | 579.61 579.61 579.61 579.61 579.61 20.7000 | 579.61 579.60 579.60 579.60 579.60 20.9500 | 579.60 579.60 579.60 579.60 579.60 21.2000 | 579.60 579.60 579.60 579.60 579.60 21.4500 | 579.60 579.60 579.59 579.59 579.59 21.7000 | 579.59 579.59 579.59 579.59 579.59 21.9500 | 579.59 579.59 579.59 579.59 579.59 22.2000 | 579.59 579.59 579.58 579.58 579.58 22.4500 | 579.58 579.58 579.58 579.58 579.58 22.7000 | 579.58 579.58 579.58 579.58 579.58 22.9500 | 579.58 579.58 579.58 579.57 579.57 23.2000 | 579.57 579.57 579.57 579.57 579.57 23.4500 | 579.57 579.57 579.57 579.57 579.57 23.7000 | 579.57 579.57 579.57 579.56 579.56 23.9500 | 579.56 579.56 579.56 579.55 579.54 24.2000 | 579.52 579.48 579.43 579.38 579.32 24.4500 | 579.27 579.22 579.19 579.15 579.13 24.7000 | 579.11 579.10 579.08 579.06 579.04 24.9500 | 579.03 579.02 579.01 579.01 579.01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.37 Name.... BASIN5 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.4000 | 548.70 548.70 548.70 548.70 548.70 9.6500 | 548.70 548.71 548.71 548.71 548.72 9.9000 | 548.72 548.73 548.74 548.74 548.75 10.1500 | 548.76 548.77 548.79 548.80 548.81 10.4000 | 548.83 548.85 548.86 548.88 548.90 10.6500 | 548.92 548.95 548.97 548.99 549.02 10.9000 | 549.04 549.07 549.10 549.13 549.16 11.1500 | 549.20 549.23 549.27 549.31 549.35 11.4000 | 549.40 549.45 549.50 549.56 549.63 11.6500 | 549.73 549.86 550.07 550.38 550.83 11.9000 | 551.45 552.25 553.17 554.13 555.04 12.1500 | 555.80 556.39 556.83 557.14 557.36 12.4000 | 557.51 557.63 557.71 557.77 557.80 12.6500 | 557.82 557.82 557.81 557.79 557.78 12.9000 | 557.76 557.73 557.71 557.68 557.64 13.1500 | 557.61 557.57 557.53 557.49 557.45 13.4000 | 557.41 557.36 557.31 557.27 557.22 13.6500 | 557.16 557.11 557.06 557.00 556.95 13.9000 | 556.89 556.83 556.77 556.71 556.65 14.1500 | 556.59 556.52 556.46 556.39 556.33 14.4000 | 556.26 556.19 556.13 556.06 555.99 14.6500 | 555.92 555.85 555.78 555.71 555.64 14.9000 | 555.57 555.50 555.43 555.36 555.28 15.1500 | 555.21 555.14 555.06 554.99 554.91 15.4000 | 554.84 554.76 554.69 554.61 554.53 15.6500 | 554.46 554.38 554.30 554.22 554.14 15.9000 | 554.06 553.98 553.90 553.82 553.74 16.1500 | 553.65 553.57 553.49 553.41 553.32 16.4000 | 553.24 553.16 553.07 552.99 552.91 16.6500 | 552.82 552.74 552.66 552.58 552.50 16.9000 | 552.41 552.33 552.25 552.17 552.09 17.1500 | 552.01 551.93 551.85 551.77 551.69 17.4000 | 551.62 551.54 551.46 551.39 551.32 17.6500 | 551.24 551.17 551.10 551.03 550.96 17.9000 | 550.89 550.82 550.76 550.69 550.63 18.1500 | 550.57 550.51 550.45 550.40 550.34 18.4000 | 550.29 550.24 550.19 550.14 550.09 18.6500 | 550.05 550.00 549.96 549.93 549.89 18.9000 | 549.86 549.83 549.80 549.78 549.76 19.1500 | 549.74 549.72 549.70 549.68 549.67 19.4000 | 549.66 549.64 549.63 549.62 549.61 19.6500 | 549.60 549.59 549.58 549.57 549.57 19.9000 | 549.56 549.55 549.54 549.54 549.53 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.38 Name.... BASIN5 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.1500 | 549.53 549.52 549.51 549.51 549.50 20.4000 | 549.50 549.49 549.49 549.49 549.48 20.6500 | 549.48 549.48 549.47 549.47 549.47 20.9000 | 549.47 549.47 549.46 549.46 549.46 21.1500 | 549.46 549.46 549.45 549.45 549.45 21.4000 | 549.45 549.45 549.45 549.45 549.45 21.6500 | 549.44 549.44 549.44 549.44 549.44 21.9000 | 549.44 549.44 549.44 549.44 549.44 22.1500 | 549.43 549.43 549.43 549.43 549.43 22.4000 | 549.43 549.43 549.43 549.43 549.43 22.6500 | 549.42 549.42 549.42 549.42 549.42 22.9000 | 549.42 549.42 549.42 549.42 549.42 23.1500 | 549.42 549.41 549.41 549.41 549.41 23.4000 | 549.41 549.41 549.41 549.41 549.41 23.6500 | 549.41 549.41 549.41 549.40 549.40 23.9000 | 549.40 549.40 549.40 549.40 549.40 24.1500 | 549.39 549.37 549.35 549.32 549.30 24.4000 | 549.27 549.24 549.21 549.18 549.15 24.6500 | 549.13 549.11 549.08 549.06 549.05 24.9000 | 549.03 549.01 549.00 548.98 548.97 25.1500 | 548.96 548.95 548.93 548.92 548.92 25.4000 | 548.91 548.90 548.89 548.88 548.88 25.6500 | 548.87 548.86 548.86 548.85 548.84 25.9000 | 548.84 548.83 548.83 548.83 548.82 26.1500 | 548.82 548.81 548.81 548.81 548.80 26.4000 | 548.80 548.80 548.79 548.79 548.79 26.6500 | 548.79 548.78 548.78 548.78 548.78 26.9000 | 548.77 548.77 548.77 548.77 548.77 27.1500 | 548.76 548.76 548.76 548.76 548.76 27.4000 | 548.75 548.75 548.75 548.75 548.75 27.6500 | 548.75 548.75 548.74 548.74 548.74 27.9000 | 548.74 548.74 548.74 548.74 548.74 28.1500 | 548.73 548.73 548.73 548.73 548.73 28.4000 | 548.73 548.73 548.73 548.73 548.73 28.6500 | 548.73 548.72 548.72 548.72 548.72 28.9000 | 548.72 548.72 548.72 548.72 548.72 29.1500 | 548.72 548.72 548.72 548.72 548.72 29.4000 | 548.72 548.72 548.72 548.71 548.71 29.6500 | 548.71 548.71 548.71 548.71 548.71 29.9000 | 548.71 548.71 548.71 548.71 548.71 30.1500 | 548.71 548.71 548.71 548.71 548.71 30.4000 | 548.71 548.71 548.71 548.71 548.71 30.6500 | 548.71 548.71 548.71 548.71 548.71 30.9000 | 548.71 548.71 548.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.39 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | 548.70 548.70 548.70 548.70 548.70 9.2000 | 548.70 548.71 548.71 548.71 548.72 9.4500 | 548.72 548.73 548.74 548.74 548.75 9.7000 | 548.76 548.77 548.78 548.79 548.81 9.9500 | 548.82 548.83 548.85 548.86 548.88 10.2000 | 548.90 548.91 548.93 548.95 548.97 10.4500 | 548.99 549.01 549.04 549.06 549.08 10.7000 | 549.11 549.14 549.16 549.19 549.22 10.9500 | 549.25 549.29 549.32 549.35 549.39 11.2000 | 549.43 549.47 549.52 549.56 549.62 11.4500 | 549.67 549.73 549.79 549.87 549.98 11.7000 | 550.14 550.39 550.76 551.28 551.98 11.9500 | 552.86 553.87 554.91 555.87 556.69 12.2000 | 557.33 557.79 558.08 558.20 558.23 12.4500 | 558.22 558.18 558.13 558.09 558.04 12.7000 | 558.00 557.96 557.93 557.89 557.86 12.9500 | 557.83 557.81 557.78 557.76 557.73 13.2000 | 557.71 557.68 557.65 557.61 557.58 13.4500 | 557.54 557.50 557.46 557.42 557.37 13.7000 | 557.33 557.28 557.24 557.19 557.14 13.9500 | 557.09 557.03 556.98 556.92 556.87 14.2000 | 556.81 556.75 556.69 556.63 556.57 14.4500 | 556.51 556.45 556.39 556.33 556.27 14.7000 | 556.20 556.14 556.07 556.01 555.95 14.9500 | 555.88 555.81 555.75 555.68 555.61 15.2000 | 555.55 555.48 555.41 555.34 555.27 15.4500 | 555.20 555.13 555.06 554.99 554.92 15.7000 | 554.84 554.77 554.70 554.62 554.55 15.9500 | 554.47 554.40 554.32 554.24 554.17 16.2000 | 554.09 554.01 553.93 553.85 553.78 16.4500 | 553.70 553.62 553.54 553.46 553.38 16.7000 | 553.30 553.22 553.14 553.07 552.99 16.9500 | 552.91 552.83 552.75 552.67 552.60 17.2000 | 552.52 552.44 552.36 552.29 552.21 17.4500 | 552.13 552.06 551.98 551.91 551.83 17.7000 | 551.76 551.68 551.61 551.54 551.47 17.9500 | 551.40 551.33 551.26 551.19 551.12 18.2000 | 551.06 550.99 550.93 550.86 550.80 18.4500 | 550.74 550.68 550.62 550.56 550.51 18.7000 | 550.45 550.40 550.35 550.30 550.25 18.9500 | 550.21 550.16 550.12 550.07 550.03 19.2000 | 550.00 549.96 549.92 549.89 549.86 19.4500 | 549.84 549.81 549.79 549.77 549.75 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.40 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.7000 | 549.73 549.72 549.70 549.69 549.67 19.9500 | 549.66 549.65 549.64 549.63 549.62 20.2000 | 549.61 549.60 549.60 549.59 549.58 20.4500 | 549.58 549.57 549.56 549.56 549.56 20.7000 | 549.55 549.55 549.54 549.54 549.54 20.9500 | 549.54 549.53 549.53 549.53 549.53 21.2000 | 549.52 549.52 549.52 549.52 549.52 21.4500 | 549.52 549.51 549.51 549.51 549.51 21.7000 | 549.51 549.51 549.51 549.51 549.50 21.9500 | 549.50 549.50 549.50 549.50 549.50 22.2000 | 549.50 549.50 549.50 549.49 549.49 22.4500 | 549.49 549.49 549.49 549.49 549.49 22.7000 | 549.49 549.49 549.49 549.48 549.48 22.9500 | 549.48 549.48 549.48 549.48 549.48 23.2000 | 549.48 549.48 549.47 549.47 549.47 23.4500 | 549.47 549.47 549.47 549.47 549.47 23.7000 | 549.47 549.47 549.46 549.46 549.46 23.9500 | 549.46 549.46 549.46 549.45 549.45 24.2000 | 549.43 549.41 549.38 549.34 549.31 24.4500 | 549.28 549.25 549.22 549.19 549.16 24.7000 | 549.13 549.11 549.09 549.07 549.05 24.9500 | 549.03 549.02 549.00 548.99 548.97 25.2000 | 548.96 548.95 548.94 548.93 548.92 25.4500 | 548.91 548.90 548.89 548.88 548.88 25.7000 | 548.87 548.86 548.86 548.85 548.85 25.9500 | 548.84 548.84 548.83 548.83 548.82 26.2000 | 548.82 548.81 548.81 548.81 548.80 26.4500 | 548.80 548.80 548.79 548.79 548.79 26.7000 | 548.79 548.78 548.78 548.78 548.78 26.9500 | 548.77 548.77 548.77 548.77 548.77 27.2000 | 548.76 548.76 548.76 548.76 548.76 27.4500 | 548.75 548.75 548.75 548.75 548.75 27.7000 | 548.75 548.75 548.74 548.74 548.74 27.9500 | 548.74 548.74 548.74 548.74 548.74 28.2000 | 548.73 548.73 548.73 548.73 548.73 28.4500 | 548.73 548.73 548.73 548.73 548.73 28.7000 | 548.73 548.73 548.72 548.72 548.72 28.9500 | 548.72 548.72 548.72 548.72 548.72 29.2000 | 548.72 548.72 548.72 548.72 548.72 29.4500 | 548.72 548.72 548.72 548.72 548.71 29.7000 | 548.71 548.71 548.71 548.71 548.71 29.9500 | 548.71 548.71 548.71 548.71 548.71 30.2000 | 548.71 548.71 548.71 548.71 548.71 30.4500 | 548.71 548.71 548.71 548.71 548.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.41 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.7000 | 548.71 548.71 548.71 548.71 548.71 30.9500 | 548.71 548.71 548.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.42 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.9500 | 548.70 548.70 548.70 548.70 548.70 8.2000 | 548.70 548.71 548.71 548.71 548.72 8.4500 | 548.72 548.73 548.73 548.74 548.75 8.7000 | 548.76 548.77 548.78 548.79 548.80 8.9500 | 548.82 548.83 548.84 548.86 548.87 9.2000 | 548.89 548.91 548.92 548.94 548.96 9.4500 | 548.98 548.99 549.01 549.03 549.04 9.7000 | 549.06 549.08 549.09 549.11 549.13 9.9500 | 549.15 549.17 549.19 549.21 549.23 10.2000 | 549.25 549.27 549.29 549.32 549.34 10.4500 | 549.37 549.39 549.42 549.45 549.48 10.7000 | 549.51 549.54 549.57 549.61 549.65 10.9500 | 549.68 549.72 549.76 549.81 549.85 11.2000 | 549.90 549.95 550.01 550.07 550.15 11.4500 | 550.23 550.32 550.42 550.54 550.71 11.7000 | 550.96 551.31 551.81 552.48 553.35 11.9500 | 554.40 555.59 556.78 557.87 558.61 12.2000 | 558.92 558.95 558.86 558.73 558.61 12.4500 | 558.50 558.40 558.32 558.25 558.19 12.7000 | 558.13 558.08 558.04 558.01 557.97 12.9500 | 557.95 557.92 557.90 557.88 557.86 13.2000 | 557.84 557.82 557.81 557.79 557.77 13.4500 | 557.76 557.74 557.72 557.70 557.67 13.7000 | 557.65 557.62 557.59 557.56 557.52 13.9500 | 557.49 557.45 557.42 557.38 557.34 14.2000 | 557.30 557.25 557.21 557.17 557.12 14.4500 | 557.08 557.03 556.98 556.94 556.89 14.7000 | 556.84 556.79 556.74 556.69 556.64 14.9500 | 556.59 556.54 556.49 556.43 556.38 15.2000 | 556.33 556.27 556.22 556.16 556.11 15.4500 | 556.05 555.99 555.94 555.88 555.82 15.7000 | 555.76 555.70 555.64 555.58 555.52 15.9500 | 555.45 555.39 555.33 555.26 555.20 16.2000 | 555.13 555.07 555.00 554.93 554.87 16.4500 | 554.80 554.73 554.66 554.60 554.53 16.7000 | 554.46 554.39 554.32 554.25 554.19 16.9500 | 554.12 554.05 553.98 553.91 553.84 17.2000 | 553.77 553.70 553.63 553.56 553.49 17.4500 | 553.42 553.36 553.29 553.22 553.15 17.7000 | 553.08 553.01 552.94 552.87 552.80 17.9500 | 552.73 552.66 552.59 552.52 552.46 18.2000 | 552.39 552.32 552.25 552.18 552.12 18.4500 | 552.05 551.98 551.92 551.85 551.79 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.43 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 18.7000 | 551.72 551.66 551.59 551.53 551.47 18.9500 | 551.40 551.34 551.28 551.22 551.16 19.2000 | 551.10 551.04 550.98 550.93 550.87 19.4500 | 550.82 550.76 550.71 550.66 550.61 19.7000 | 550.56 550.51 550.46 550.41 550.37 19.9500 | 550.32 550.28 550.24 550.20 550.16 20.2000 | 550.12 550.08 550.05 550.01 549.98 20.4500 | 549.95 549.92 549.90 549.87 549.85 20.7000 | 549.83 549.82 549.80 549.79 549.78 20.9500 | 549.77 549.75 549.75 549.74 549.73 21.2000 | 549.72 549.72 549.71 549.71 549.70 21.4500 | 549.70 549.69 549.69 549.69 549.68 21.7000 | 549.68 549.68 549.67 549.67 549.67 21.9500 | 549.67 549.66 549.66 549.66 549.66 22.2000 | 549.66 549.65 549.65 549.65 549.65 22.4500 | 549.65 549.65 549.65 549.64 549.64 22.7000 | 549.64 549.64 549.64 549.64 549.64 22.9500 | 549.63 549.63 549.63 549.63 549.63 23.2000 | 549.63 549.63 549.63 549.62 549.62 23.4500 | 549.62 549.62 549.62 549.62 549.62 23.7000 | 549.62 549.61 549.61 549.61 549.61 23.9500 | 549.61 549.61 549.61 549.60 549.59 24.2000 | 549.57 549.54 549.50 549.46 549.42 24.4500 | 549.38 549.34 549.30 549.27 549.23 24.7000 | 549.20 549.17 549.15 549.12 549.10 24.9500 | 549.08 549.06 549.04 549.02 549.01 25.2000 | 548.99 548.98 548.97 548.95 548.94 25.4500 | 548.93 548.92 548.91 548.90 548.90 25.7000 | 548.89 548.88 548.87 548.87 548.86 25.9500 | 548.85 548.85 548.84 548.84 548.83 26.2000 | 548.83 548.82 548.82 548.82 548.81 26.4500 | 548.81 548.81 548.80 548.80 548.80 26.7000 | 548.79 548.79 548.79 548.79 548.78 26.9500 | 548.78 548.78 548.78 548.77 548.77 27.2000 | 548.77 548.77 548.76 548.76 548.76 27.4500 | 548.76 548.76 548.76 548.75 548.75 27.7000 | 548.75 548.75 548.75 548.75 548.75 27.9500 | 548.74 548.74 548.74 548.74 548.74 28.2000 | 548.74 548.74 548.74 548.73 548.73 28.4500 | 548.73 548.73 548.73 548.73 548.73 28.7000 | 548.73 548.73 548.73 548.73 548.72 28.9500 | 548.72 548.72 548.72 548.72 548.72 29.2000 | 548.72 548.72 548.72 548.72 548.72 29.4500 | 548.72 548.72 548.72 548.72 548.72 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.44 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 29.7000 | 548.72 548.71 548.71 548.71 548.71 29.9500 | 548.71 548.71 548.71 548.71 548.71 30.2000 | 548.71 548.71 548.71 548.71 548.71 30.4500 | 548.71 548.71 548.71 548.71 548.71 30.7000 | 548.71 548.71 548.71 548.71 548.71 30.9500 | 548.71 548.71 548.71 548.71 548.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.45 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6500 | 600.00 600.00 600.00 600.00 600.00 3.9000 | 600.00 600.00 600.00 600.00 600.00 4.1500 | 600.00 600.00 600.00 600.00 600.00 4.4000 | 600.00 600.00 600.00 600.00 600.00 4.6500 | 600.01 600.01 600.01 600.01 600.01 4.9000 | 600.01 600.01 600.01 600.01 600.01 5.1500 | 600.01 600.02 600.02 600.02 600.02 5.4000 | 600.02 600.02 600.02 600.03 600.03 5.6500 | 600.03 600.03 600.03 600.03 600.04 5.9000 | 600.04 600.04 600.04 600.04 600.05 6.1500 | 600.05 600.05 600.05 600.06 600.06 6.4000 | 600.06 600.06 600.07 600.07 600.07 6.6500 | 600.07 600.08 600.08 600.08 600.09 6.9000 | 600.09 600.09 600.09 600.10 600.10 7.1500 | 600.10 600.11 600.11 600.11 600.12 7.4000 | 600.12 600.12 600.13 600.13 600.13 7.6500 | 600.14 600.14 600.14 600.15 600.15 7.9000 | 600.15 600.16 600.16 600.16 600.17 8.1500 | 600.17 600.17 600.18 600.18 600.18 8.4000 | 600.19 600.19 600.19 600.20 600.20 8.6500 | 600.20 600.21 600.21 600.22 600.22 8.9000 | 600.23 600.23 600.24 600.24 600.25 9.1500 | 600.25 600.26 600.26 600.27 600.27 9.4000 | 600.28 600.28 600.29 600.29 600.30 9.6500 | 600.30 600.31 600.31 600.32 600.32 9.9000 | 600.33 600.33 600.34 600.34 600.35 10.1500 | 600.35 600.36 600.37 600.37 600.38 10.4000 | 600.39 600.39 600.40 600.41 600.42 10.6500 | 600.43 600.43 600.44 600.45 600.46 10.9000 | 600.47 600.48 600.50 600.51 600.52 11.1500 | 600.53 600.55 600.56 600.58 600.59 11.4000 | 600.61 600.63 600.65 600.67 600.70 11.6500 | 600.73 600.77 600.82 600.90 601.01 11.9000 | 601.16 601.35 601.59 601.88 602.20 12.1500 | 602.53 602.84 603.11 603.34 603.52 12.4000 | 603.66 603.76 603.83 603.87 603.89 12.6500 | 603.89 603.88 603.85 603.82 603.77 12.9000 | 603.72 603.67 603.61 603.55 603.48 13.1500 | 603.42 603.35 603.28 603.20 603.13 13.4000 | 603.06 602.99 602.91 602.84 602.76 13.6500 | 602.69 602.62 602.54 602.47 602.40 13.9000 | 602.33 602.26 602.19 602.12 602.05 14.1500 | 601.98 601.91 601.84 601.78 601.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.46 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.4000 | 601.65 601.58 601.52 601.46 601.41 14.6500 | 601.35 601.30 601.26 601.22 601.18 14.9000 | 601.14 601.11 601.07 601.04 601.02 15.1500 | 600.99 600.96 600.94 600.92 600.90 15.4000 | 600.88 600.86 600.84 600.82 600.81 15.6500 | 600.79 600.78 600.76 600.75 600.74 15.9000 | 600.73 600.71 600.70 600.69 600.68 16.1500 | 600.67 600.66 600.65 600.64 600.64 16.4000 | 600.63 600.62 600.61 600.60 600.60 16.6500 | 600.59 600.58 600.58 600.57 600.57 16.9000 | 600.56 600.56 600.55 600.55 600.54 17.1500 | 600.54 600.53 600.53 600.52 600.52 17.4000 | 600.52 600.51 600.51 600.50 600.50 17.6500 | 600.50 600.49 600.49 600.49 600.48 17.9000 | 600.48 600.48 600.48 600.47 600.47 18.1500 | 600.47 600.47 600.46 600.46 600.46 18.4000 | 600.45 600.45 600.45 600.45 600.45 18.6500 | 600.44 600.44 600.44 600.44 600.43 18.9000 | 600.43 600.43 600.43 600.43 600.42 19.1500 | 600.42 600.42 600.42 600.41 600.41 19.4000 | 600.41 600.41 600.41 600.40 600.40 19.6500 | 600.40 600.40 600.40 600.39 600.39 19.9000 | 600.39 600.39 600.39 600.38 600.38 20.1500 | 600.38 600.38 600.38 600.37 600.37 20.4000 | 600.37 600.37 600.37 600.37 600.36 20.6500 | 600.36 600.36 600.36 600.36 600.36 20.9000 | 600.35 600.35 600.35 600.35 600.35 21.1500 | 600.35 600.35 600.35 600.34 600.34 21.4000 | 600.34 600.34 600.34 600.34 600.34 21.6500 | 600.34 600.34 600.34 600.33 600.33 21.9000 | 600.33 600.33 600.33 600.33 600.33 22.1500 | 600.33 600.33 600.33 600.33 600.33 22.4000 | 600.33 600.32 600.32 600.32 600.32 22.6500 | 600.32 600.32 600.32 600.32 600.32 22.9000 | 600.32 600.32 600.32 600.32 600.32 23.1500 | 600.32 600.32 600.32 600.32 600.31 23.4000 | 600.31 600.31 600.31 600.31 600.31 23.6500 | 600.31 600.31 600.31 600.31 600.31 23.9000 | 600.31 600.31 600.31 600.31 600.31 24.1500 | 600.31 600.30 600.30 600.30 600.29 24.4000 | 600.29 600.28 600.28 600.27 600.27 24.6500 | 600.26 600.25 600.25 600.24 600.24 24.9000 | 600.23 600.23 600.22 600.22 600.21 25.1500 | 600.21 600.20 600.20 600.19 600.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.47 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.4000 | 600.18 600.18 600.18 600.17 600.17 25.6500 | 600.16 600.16 600.16 600.15 600.15 25.9000 | 600.15 600.14 600.14 600.14 600.14 26.1500 | 600.13 600.13 600.13 600.13 600.12 26.4000 | 600.12 600.12 600.12 600.11 600.11 26.6500 | 600.11 600.11 600.11 600.11 600.10 26.9000 | 600.10 600.10 600.10 600.10 600.10 27.1500 | 600.09 600.09 600.09 600.09 600.09 27.4000 | 600.09 600.08 600.08 600.08 600.08 27.6500 | 600.08 600.08 600.08 600.08 600.07 27.9000 | 600.07 600.07 600.07 600.07 600.07 28.1500 | 600.07 600.07 600.07 600.06 600.06 28.4000 | 600.06 600.06 600.06 600.06 600.06 28.6500 | 600.06 600.06 600.06 600.05 600.05 28.9000 | 600.05 600.05 600.05 600.05 600.05 29.1500 | 600.05 600.05 600.05 600.05 600.05 29.4000 | 600.04 600.04 600.04 600.04 600.04 29.6500 | 600.04 600.04 600.04 600.04 600.04 29.9000 | 600.04 600.04 600.04 600.04 600.04 30.1500 | 600.03 600.03 600.03 600.03 600.03 30.4000 | 600.03 600.03 600.03 600.03 600.03 30.6500 | 600.03 600.03 600.03 600.03 600.03 30.9000 | 600.03 600.03 600.03 600.03 600.03 31.1500 | 600.03 600.02 600.02 600.02 600.02 31.4000 | 600.02 600.02 600.02 600.02 600.02 31.6500 | 600.02 600.02 600.02 600.02 600.02 31.9000 | 600.02 600.02 600.02 600.02 600.02 32.1500 | 600.02 600.02 600.02 600.02 600.02 32.4000 | 600.02 600.02 600.02 600.02 600.02 32.6500 | 600.02 600.02 600.01 600.01 600.01 32.9000 | 600.01 600.01 600.01 600.01 600.01 33.1500 | 600.01 600.01 600.01 600.01 600.01 33.4000 | 600.01 600.01 600.01 600.01 600.01 33.6500 | 600.01 600.01 600.01 600.01 600.01 33.9000 | 600.01 600.01 600.01 600.01 600.01 34.1500 | 600.01 600.01 600.01 600.01 600.01 34.4000 | 600.01 600.01 600.01 600.01 600.01 34.6500 | 600.01 600.01 600.01 600.01 600.01 34.9000 | 600.01 600.01 600.01 600.01 600.01 35.1500 | 600.01 600.01 600.01 600.01 600.01 35.4000 | 600.01 600.01 600.01 600.01 600.01 35.6500 | 600.01 600.01 600.01 600.01 600.01 35.9000 | 600.01 600.01 600.01 600.00 600.00 36.1500 | 600.00 600.00 600.00 600.00 600.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.48 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 36.4000 | 600.00 600.00 600.00 600.00 600.00 36.6500 | 600.00 600.00 600.00 600.00 600.00 36.9000 | 600.00 600.00 600.00 600.00 600.00 37.1500 | 600.00 600.00 600.00 600.00 600.00 37.4000 | 600.00 600.00 600.00 600.00 600.00 37.6500 | 600.00 600.00 600.00 600.00 600.00 37.9000 | 600.00 600.00 600.00 600.00 600.00 38.1500 | 600.00 600.00 600.00 600.00 600.00 38.4000 | 600.00 600.00 600.00 600.00 600.00 38.6500 | 600.00 600.00 600.00 600.00 600.00 38.9000 | 600.00 600.00 600.00 600.00 600.00 39.1500 | 600.00 600.00 600.00 600.00 600.00 39.4000 | 600.00 600.00 600.00 600.00 600.00 39.6500 | 600.00 600.00 600.00 600.00 600.00 39.9000 | 600.00 600.00 600.00 600.00 600.00 40.1500 | 600.00 600.00 600.00 600.00 600.00 40.4000 | 600.00 600.00 600.00 600.00 600.00 40.6500 | 600.00 600.00 600.00 600.00 600.00 40.9000 | 600.00 600.00 600.00 600.00 600.00 41.1500 | 600.00 600.00 600.00 600.00 600.00 41.4000 | 600.00 600.00 600.00 600.00 600.00 41.6500 | 600.00 600.00 600.00 600.00 600.00 41.9000 | 600.00 600.00 600.00 600.00 600.00 42.1500 | 600.00 600.00 600.00 600.00 600.00 42.4000 | 600.00 600.00 600.00 600.00 600.00 42.6500 | 600.00 600.00 600.00 600.00 600.00 42.9000 | 600.00 600.00 600.00 600.00 600.00 43.1500 | 600.00 600.00 600.00 600.00 600.00 43.4000 | 600.00 600.00 600.00 600.00 600.00 43.6500 | 600.00 600.00 600.00 600.00 600.00 43.9000 | 600.00 600.00 600.00 600.00 600.00 44.1500 | 600.00 600.00 600.00 600.00 600.00 44.4000 | 600.00 600.00 600.00 600.00 600.00 44.6500 | 600.00 600.00 600.00 600.00 600.00 44.9000 | 600.00 600.00 600.00 600.00 600.00 45.1500 | 600.00 600.00 600.00 600.00 600.00 45.4000 | 600.00 600.00 600.00 600.00 600.00 45.6500 | 600.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.49 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | 600.00 600.00 600.00 600.00 600.00 3.6500 | 600.00 600.00 600.00 600.00 600.00 3.9000 | 600.00 600.00 600.00 600.00 600.00 4.1500 | 600.00 600.00 600.00 600.00 600.01 4.4000 | 600.01 600.01 600.01 600.01 600.01 4.6500 | 600.01 600.01 600.01 600.01 600.02 4.9000 | 600.02 600.02 600.02 600.02 600.02 5.1500 | 600.02 600.03 600.03 600.03 600.03 5.4000 | 600.03 600.04 600.04 600.04 600.04 5.6500 | 600.04 600.05 600.05 600.05 600.05 5.9000 | 600.06 600.06 600.06 600.06 600.07 6.1500 | 600.07 600.07 600.08 600.08 600.08 6.4000 | 600.08 600.09 600.09 600.09 600.10 6.6500 | 600.10 600.10 600.11 600.11 600.11 6.9000 | 600.12 600.12 600.12 600.13 600.13 7.1500 | 600.14 600.14 600.14 600.15 600.15 7.4000 | 600.15 600.16 600.16 600.16 600.17 7.6500 | 600.17 600.17 600.18 600.18 600.18 7.9000 | 600.19 600.19 600.19 600.20 600.20 8.1500 | 600.21 600.21 600.21 600.22 600.22 8.4000 | 600.22 600.23 600.23 600.24 600.24 8.6500 | 600.24 600.25 600.25 600.26 600.26 8.9000 | 600.27 600.27 600.28 600.28 600.29 9.1500 | 600.29 600.30 600.30 600.31 600.31 9.4000 | 600.32 600.33 600.33 600.34 600.34 9.6500 | 600.35 600.35 600.36 600.36 600.37 9.9000 | 600.37 600.38 600.38 600.39 600.40 10.1500 | 600.40 600.41 600.42 600.42 600.43 10.4000 | 600.44 600.45 600.45 600.46 600.47 10.6500 | 600.48 600.49 600.50 600.51 600.52 10.9000 | 600.53 600.54 600.56 600.57 600.58 11.1500 | 600.60 600.61 600.63 600.65 600.66 11.4000 | 600.68 600.70 600.73 600.75 600.78 11.6500 | 600.81 600.85 600.91 601.00 601.12 11.9000 | 601.28 601.49 601.76 602.09 602.45 12.1500 | 602.81 603.16 603.47 603.72 603.93 12.4000 | 604.09 604.20 604.28 604.33 604.36 12.6500 | 604.37 604.36 604.34 604.30 604.26 12.9000 | 604.21 604.16 604.10 604.04 603.97 13.1500 | 603.90 603.83 603.76 603.69 603.61 13.4000 | 603.54 603.46 603.39 603.31 603.23 13.6500 | 603.15 603.08 603.00 602.92 602.85 13.9000 | 602.77 602.70 602.62 602.55 602.47 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.50 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.1500 | 602.40 602.32 602.25 602.18 602.11 14.4000 | 602.04 601.97 601.90 601.84 601.77 14.6500 | 601.71 601.64 601.58 601.52 601.46 14.9000 | 601.40 601.35 601.30 601.26 601.22 15.1500 | 601.18 601.14 601.11 601.08 601.05 15.4000 | 601.02 600.99 600.97 600.95 600.92 15.6500 | 600.90 600.88 600.86 600.85 600.83 15.9000 | 600.81 600.80 600.78 600.77 600.76 16.1500 | 600.74 600.73 600.72 600.71 600.70 16.4000 | 600.69 600.68 600.67 600.66 600.65 16.6500 | 600.64 600.64 600.63 600.62 600.61 16.9000 | 600.61 600.60 600.60 600.59 600.58 17.1500 | 600.58 600.57 600.57 600.56 600.56 17.4000 | 600.55 600.55 600.55 600.54 600.54 17.6500 | 600.53 600.53 600.53 600.52 600.52 17.9000 | 600.52 600.51 600.51 600.51 600.50 18.1500 | 600.50 600.50 600.49 600.49 600.49 18.4000 | 600.49 600.48 600.48 600.48 600.48 18.6500 | 600.47 600.47 600.47 600.47 600.46 18.9000 | 600.46 600.46 600.46 600.45 600.45 19.1500 | 600.45 600.45 600.44 600.44 600.44 19.4000 | 600.44 600.44 600.43 600.43 600.43 19.6500 | 600.43 600.42 600.42 600.42 600.42 19.9000 | 600.42 600.41 600.41 600.41 600.41 20.1500 | 600.40 600.40 600.40 600.40 600.40 20.4000 | 600.39 600.39 600.39 600.39 600.39 20.6500 | 600.39 600.38 600.38 600.38 600.38 20.9000 | 600.38 600.38 600.37 600.37 600.37 21.1500 | 600.37 600.37 600.37 600.37 600.37 21.4000 | 600.36 600.36 600.36 600.36 600.36 21.6500 | 600.36 600.36 600.36 600.36 600.36 21.9000 | 600.35 600.35 600.35 600.35 600.35 22.1500 | 600.35 600.35 600.35 600.35 600.35 22.4000 | 600.35 600.35 600.35 600.34 600.34 22.6500 | 600.34 600.34 600.34 600.34 600.34 22.9000 | 600.34 600.34 600.34 600.34 600.34 23.1500 | 600.34 600.34 600.34 600.34 600.34 23.4000 | 600.33 600.33 600.33 600.33 600.33 23.6500 | 600.33 600.33 600.33 600.33 600.33 23.9000 | 600.33 600.33 600.33 600.33 600.33 24.1500 | 600.33 600.32 600.32 600.32 600.31 24.4000 | 600.31 600.30 600.30 600.29 600.28 24.6500 | 600.28 600.27 600.26 600.26 600.25 24.9000 | 600.24 600.24 600.23 600.23 600.22 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.51 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.1500 | 600.22 600.21 600.21 600.20 600.20 25.4000 | 600.19 600.19 600.18 600.18 600.18 25.6500 | 600.17 600.17 600.16 600.16 600.16 25.9000 | 600.15 600.15 600.15 600.15 600.14 26.1500 | 600.14 600.14 600.13 600.13 600.13 26.4000 | 600.13 600.12 600.12 600.12 600.12 26.6500 | 600.12 600.11 600.11 600.11 600.11 26.9000 | 600.11 600.10 600.10 600.10 600.10 27.1500 | 600.10 600.10 600.09 600.09 600.09 27.4000 | 600.09 600.09 600.09 600.09 600.08 27.6500 | 600.08 600.08 600.08 600.08 600.08 27.9000 | 600.08 600.07 600.07 600.07 600.07 28.1500 | 600.07 600.07 600.07 600.07 600.07 28.4000 | 600.06 600.06 600.06 600.06 600.06 28.6500 | 600.06 600.06 600.06 600.06 600.06 28.9000 | 600.05 600.05 600.05 600.05 600.05 29.1500 | 600.05 600.05 600.05 600.05 600.05 29.4000 | 600.05 600.05 600.04 600.04 600.04 29.6500 | 600.04 600.04 600.04 600.04 600.04 29.9000 | 600.04 600.04 600.04 600.04 600.04 30.1500 | 600.04 600.04 600.03 600.03 600.03 30.4000 | 600.03 600.03 600.03 600.03 600.03 30.6500 | 600.03 600.03 600.03 600.03 600.03 30.9000 | 600.03 600.03 600.03 600.03 600.03 31.1500 | 600.03 600.03 600.03 600.02 600.02 31.4000 | 600.02 600.02 600.02 600.02 600.02 31.6500 | 600.02 600.02 600.02 600.02 600.02 31.9000 | 600.02 600.02 600.02 600.02 600.02 32.1500 | 600.02 600.02 600.02 600.02 600.02 32.4000 | 600.02 600.02 600.02 600.02 600.02 32.6500 | 600.02 600.02 600.02 600.02 600.01 32.9000 | 600.01 600.01 600.01 600.01 600.01 33.1500 | 600.01 600.01 600.01 600.01 600.01 33.4000 | 600.01 600.01 600.01 600.01 600.01 33.6500 | 600.01 600.01 600.01 600.01 600.01 33.9000 | 600.01 600.01 600.01 600.01 600.01 34.1500 | 600.01 600.01 600.01 600.01 600.01 34.4000 | 600.01 600.01 600.01 600.01 600.01 34.6500 | 600.01 600.01 600.01 600.01 600.01 34.9000 | 600.01 600.01 600.01 600.01 600.01 35.1500 | 600.01 600.01 600.01 600.01 600.01 35.4000 | 600.01 600.01 600.01 600.01 600.01 35.6500 | 600.01 600.01 600.01 600.01 600.01 35.9000 | 600.01 600.01 600.01 600.01 600.01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.52 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 36.1500 | 600.01 600.00 600.00 600.00 600.00 36.4000 | 600.00 600.00 600.00 600.00 600.00 36.6500 | 600.00 600.00 600.00 600.00 600.00 36.9000 | 600.00 600.00 600.00 600.00 600.00 37.1500 | 600.00 600.00 600.00 600.00 600.00 37.4000 | 600.00 600.00 600.00 600.00 600.00 37.6500 | 600.00 600.00 600.00 600.00 600.00 37.9000 | 600.00 600.00 600.00 600.00 600.00 38.1500 | 600.00 600.00 600.00 600.00 600.00 38.4000 | 600.00 600.00 600.00 600.00 600.00 38.6500 | 600.00 600.00 600.00 600.00 600.00 38.9000 | 600.00 600.00 600.00 600.00 600.00 39.1500 | 600.00 600.00 600.00 600.00 600.00 39.4000 | 600.00 600.00 600.00 600.00 600.00 39.6500 | 600.00 600.00 600.00 600.00 600.00 39.9000 | 600.00 600.00 600.00 600.00 600.00 40.1500 | 600.00 600.00 600.00 600.00 600.00 40.4000 | 600.00 600.00 600.00 600.00 600.00 40.6500 | 600.00 600.00 600.00 600.00 600.00 40.9000 | 600.00 600.00 600.00 600.00 600.00 41.1500 | 600.00 600.00 600.00 600.00 600.00 41.4000 | 600.00 600.00 600.00 600.00 600.00 41.6500 | 600.00 600.00 600.00 600.00 600.00 41.9000 | 600.00 600.00 600.00 600.00 600.00 42.1500 | 600.00 600.00 600.00 600.00 600.00 42.4000 | 600.00 600.00 600.00 600.00 600.00 42.6500 | 600.00 600.00 600.00 600.00 600.00 42.9000 | 600.00 600.00 600.00 600.00 600.00 43.1500 | 600.00 600.00 600.00 600.00 600.00 43.4000 | 600.00 600.00 600.00 600.00 600.00 43.6500 | 600.00 600.00 600.00 600.00 600.00 43.9000 | 600.00 600.00 600.00 600.00 600.00 44.1500 | 600.00 600.00 600.00 600.00 600.00 44.4000 | 600.00 600.00 600.00 600.00 600.00 44.6500 | 600.00 600.00 600.00 600.00 600.00 44.9000 | 600.00 600.00 600.00 600.00 600.00 45.1500 | 600.00 600.00 600.00 600.00 600.00 45.4000 | 600.00 600.00 600.00 600.00 600.00 45.6500 | 600.00 600.00 600.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.53 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8000 | 600.00 600.00 600.00 600.00 600.00 3.0500 | 600.00 600.00 600.00 600.00 600.00 3.3000 | 600.00 600.00 600.00 600.00 600.00 3.5500 | 600.00 600.00 600.00 600.01 600.01 3.8000 | 600.01 600.01 600.01 600.01 600.01 4.0500 | 600.01 600.01 600.02 600.02 600.02 4.3000 | 600.02 600.02 600.02 600.03 600.03 4.5500 | 600.03 600.03 600.04 600.04 600.04 4.8000 | 600.04 600.05 600.05 600.05 600.05 5.0500 | 600.06 600.06 600.06 600.07 600.07 5.3000 | 600.07 600.07 600.08 600.08 600.09 5.5500 | 600.09 600.09 600.10 600.10 600.10 5.8000 | 600.11 600.11 600.12 600.12 600.12 6.0500 | 600.13 600.13 600.13 600.14 600.14 6.3000 | 600.15 600.15 600.15 600.16 600.16 6.5500 | 600.17 600.17 600.18 600.18 600.18 6.8000 | 600.19 600.19 600.20 600.20 600.20 7.0500 | 600.21 600.21 600.22 600.22 600.23 7.3000 | 600.23 600.23 600.24 600.24 600.25 7.5500 | 600.25 600.25 600.26 600.26 600.27 7.8000 | 600.27 600.27 600.28 600.28 600.28 8.0500 | 600.29 600.29 600.30 600.30 600.30 8.3000 | 600.31 600.31 600.32 600.32 600.33 8.5500 | 600.33 600.33 600.34 600.34 600.35 8.8000 | 600.35 600.36 600.37 600.37 600.38 9.0500 | 600.38 600.39 600.40 600.40 600.41 9.3000 | 600.42 600.42 600.43 600.44 600.44 9.5500 | 600.45 600.45 600.46 600.47 600.47 9.8000 | 600.48 600.48 600.49 600.50 600.50 10.0500 | 600.51 600.52 600.52 600.53 600.54 10.3000 | 600.55 600.55 600.56 600.57 600.58 10.5500 | 600.59 600.60 600.61 600.62 600.64 10.8000 | 600.65 600.66 600.68 600.69 600.70 11.0500 | 600.72 600.74 600.75 600.77 600.79 11.3000 | 600.81 600.83 600.85 600.88 600.91 11.5500 | 600.94 600.97 601.01 601.06 601.14 11.8000 | 601.24 601.39 601.59 601.86 602.21 12.0500 | 602.63 603.08 603.55 603.99 604.38 12.3000 | 604.70 604.97 605.17 605.33 605.44 12.5500 | 605.51 605.56 605.58 605.59 605.57 12.8000 | 605.55 605.52 605.47 605.42 605.37 13.0500 | 605.30 605.24 605.17 605.10 605.03 13.3000 | 604.95 604.87 604.79 604.71 604.63 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.54 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 13.5500 | 604.55 604.47 604.38 604.30 604.22 13.8000 | 604.13 604.05 603.96 603.88 603.79 14.0500 | 603.71 603.63 603.54 603.46 603.37 14.3000 | 603.29 603.21 603.13 603.05 602.97 14.5500 | 602.89 602.81 602.73 602.65 602.58 14.8000 | 602.50 602.43 602.36 602.28 602.21 15.0500 | 602.14 602.07 602.00 601.94 601.87 15.3000 | 601.81 601.74 601.68 601.62 601.56 15.5500 | 601.50 601.44 601.39 601.34 601.29 15.8000 | 601.25 601.21 601.17 601.14 601.11 16.0500 | 601.07 601.05 601.02 600.99 600.97 16.3000 | 600.95 600.92 600.90 600.89 600.87 16.5500 | 600.85 600.83 600.82 600.81 600.79 16.8000 | 600.78 600.77 600.75 600.74 600.73 17.0500 | 600.72 600.71 600.71 600.70 600.69 17.3000 | 600.68 600.67 600.67 600.66 600.65 17.5500 | 600.65 600.64 600.63 600.63 600.62 17.8000 | 600.62 600.61 600.61 600.60 600.60 18.0500 | 600.59 600.59 600.59 600.58 600.58 18.3000 | 600.57 600.57 600.57 600.56 600.56 18.5500 | 600.56 600.55 600.55 600.55 600.54 18.8000 | 600.54 600.54 600.53 600.53 600.53 19.0500 | 600.52 600.52 600.52 600.52 600.51 19.3000 | 600.51 600.51 600.51 600.50 600.50 19.5500 | 600.50 600.49 600.49 600.49 600.49 19.8000 | 600.48 600.48 600.48 600.48 600.47 20.0500 | 600.47 600.47 600.47 600.46 600.46 20.3000 | 600.46 600.46 600.45 600.45 600.45 20.5500 | 600.45 600.44 600.44 600.44 600.44 20.8000 | 600.44 600.44 600.43 600.43 600.43 21.0500 | 600.43 600.43 600.43 600.42 600.42 21.3000 | 600.42 600.42 600.42 600.42 600.42 21.5500 | 600.42 600.41 600.41 600.41 600.41 21.8000 | 600.41 600.41 600.41 600.41 600.41 22.0500 | 600.41 600.40 600.40 600.40 600.40 22.3000 | 600.40 600.40 600.40 600.40 600.40 22.5500 | 600.40 600.40 600.40 600.40 600.39 22.8000 | 600.39 600.39 600.39 600.39 600.39 23.0500 | 600.39 600.39 600.39 600.39 600.39 23.3000 | 600.39 600.39 600.39 600.39 600.38 23.5500 | 600.38 600.38 600.38 600.38 600.38 23.8000 | 600.38 600.38 600.38 600.38 600.38 24.0500 | 600.38 600.38 600.38 600.37 600.37 24.3000 | 600.37 600.36 600.35 600.35 600.34 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.55 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.5500 | 600.33 600.32 600.32 600.31 600.30 24.8000 | 600.29 600.28 600.28 600.27 600.26 25.0500 | 600.26 600.25 600.24 600.24 600.23 25.3000 | 600.23 600.22 600.22 600.21 600.21 25.5500 | 600.20 600.20 600.19 600.19 600.18 25.8000 | 600.18 600.18 600.17 600.17 600.16 26.0500 | 600.16 600.16 600.15 600.15 600.15 26.3000 | 600.14 600.14 600.14 600.14 600.13 26.5500 | 600.13 600.13 600.13 600.12 600.12 26.8000 | 600.12 600.12 600.11 600.11 600.11 27.0500 | 600.11 600.11 600.10 600.10 600.10 27.3000 | 600.10 600.10 600.10 600.10 600.09 27.5500 | 600.09 600.09 600.09 600.09 600.09 27.8000 | 600.08 600.08 600.08 600.08 600.08 28.0500 | 600.08 600.08 600.08 600.07 600.07 28.3000 | 600.07 600.07 600.07 600.07 600.07 28.5500 | 600.07 600.07 600.06 600.06 600.06 28.8000 | 600.06 600.06 600.06 600.06 600.06 29.0500 | 600.06 600.06 600.05 600.05 600.05 29.3000 | 600.05 600.05 600.05 600.05 600.05 29.5500 | 600.05 600.05 600.05 600.05 600.04 29.8000 | 600.04 600.04 600.04 600.04 600.04 30.0500 | 600.04 600.04 600.04 600.04 600.04 30.3000 | 600.04 600.04 600.04 600.04 600.03 30.5500 | 600.03 600.03 600.03 600.03 600.03 30.8000 | 600.03 600.03 600.03 600.03 600.03 31.0500 | 600.03 600.03 600.03 600.03 600.03 31.3000 | 600.03 600.03 600.03 600.03 600.03 31.5500 | 600.02 600.02 600.02 600.02 600.02 31.8000 | 600.02 600.02 600.02 600.02 600.02 32.0500 | 600.02 600.02 600.02 600.02 600.02 32.3000 | 600.02 600.02 600.02 600.02 600.02 32.5500 | 600.02 600.02 600.02 600.02 600.02 32.8000 | 600.02 600.02 600.02 600.02 600.02 33.0500 | 600.02 600.01 600.01 600.01 600.01 33.3000 | 600.01 600.01 600.01 600.01 600.01 33.5500 | 600.01 600.01 600.01 600.01 600.01 33.8000 | 600.01 600.01 600.01 600.01 600.01 34.0500 | 600.01 600.01 600.01 600.01 600.01 34.3000 | 600.01 600.01 600.01 600.01 600.01 34.5500 | 600.01 600.01 600.01 600.01 600.01 34.8000 | 600.01 600.01 600.01 600.01 600.01 35.0500 | 600.01 600.01 600.01 600.01 600.01 35.3000 | 600.01 600.01 600.01 600.01 600.01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 12.56 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 35.5500 | 600.01 600.01 600.01 600.01 600.01 35.8000 | 600.01 600.01 600.01 600.01 600.01 36.0500 | 600.01 600.01 600.01 600.01 600.01 36.3000 | 600.01 600.01 600.00 600.00 600.00 36.5500 | 600.00 600.00 600.00 600.00 600.00 36.8000 | 600.00 600.00 600.00 600.00 600.00 37.0500 | 600.00 600.00 600.00 600.00 600.00 37.3000 | 600.00 600.00 600.00 600.00 600.00 37.5500 | 600.00 600.00 600.00 600.00 600.00 37.8000 | 600.00 600.00 600.00 600.00 600.00 38.0500 | 600.00 600.00 600.00 600.00 600.00 38.3000 | 600.00 600.00 600.00 600.00 600.00 38.5500 | 600.00 600.00 600.00 600.00 600.00 38.8000 | 600.00 600.00 600.00 600.00 600.00 39.0500 | 600.00 600.00 600.00 600.00 600.00 39.3000 | 600.00 600.00 600.00 600.00 600.00 39.5500 | 600.00 600.00 600.00 600.00 600.00 39.8000 | 600.00 600.00 600.00 600.00 600.00 40.0500 | 600.00 600.00 600.00 600.00 600.00 40.3000 | 600.00 600.00 600.00 600.00 600.00 40.5500 | 600.00 600.00 600.00 600.00 600.00 40.8000 | 600.00 600.00 600.00 600.00 600.00 41.0500 | 600.00 600.00 600.00 600.00 600.00 41.3000 | 600.00 600.00 600.00 600.00 600.00 41.5500 | 600.00 600.00 600.00 600.00 600.00 41.8000 | 600.00 600.00 600.00 600.00 600.00 42.0500 | 600.00 600.00 600.00 600.00 600.00 42.3000 | 600.00 600.00 600.00 600.00 600.00 42.5500 | 600.00 600.00 600.00 600.00 600.00 42.8000 | 600.00 600.00 600.00 600.00 600.00 43.0500 | 600.00 600.00 600.00 600.00 600.00 43.3000 | 600.00 600.00 600.00 600.00 600.00 43.5500 | 600.00 600.00 600.00 600.00 600.00 43.8000 | 600.00 600.00 600.00 600.00 600.00 44.0500 | 600.00 600.00 600.00 600.00 600.00 44.3000 | 600.00 600.00 600.00 600.00 600.00 44.5500 | 600.00 600.00 600.00 600.00 600.00 44.8000 | 600.00 600.00 600.00 600.00 600.00 45.0500 | 600.00 600.00 600.00 600.00 600.00 45.3000 | 600.00 600.00 600.00 600.00 600.00 45.5500 | 600.00 600.00 600.00 600.00 600.00 45.8000 | 600.00 600.00 600.00 600.00 600.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.01 Name.... BASIN2 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.6500 | 0 0 0 0 0 6.9000 | 0 1 1 2 2 7.1500 | 2 3 3 4 4 7.4000 | 5 6 7 7 8 7.6500 | 8 9 10 10 11 7.9000 | 12 13 13 14 15 8.1500 | 16 17 18 19 20 8.4000 | 21 23 24 26 27 8.6500 | 29 31 33 35 37 8.9000 | 39 41 43 45 47 9.1500 | 50 52 54 57 59 9.4000 | 61 63 65 67 69 9.6500 | 71 73 75 77 80 9.9000 | 84 88 92 96 101 10.1500 | 107 112 117 123 129 10.4000 | 136 143 151 160 169 10.6500 | 178 187 198 209 223 10.9000 | 240 259 278 301 326 11.1500 | 355 384 420 464 513 11.4000 | 568 636 707 799 926 11.6500 | 1141 1518 2180 3294 5102 11.9000 | 8025 12496 18736 26505 35090 12.1500 | 43517 50825 56403 60096 62075 12.4000 | 62666 62216 61001 59200 56954 12.6500 | 54372 51544 48545 45439 42280 12.9000 | 39109 35959 32859 29825 26876 13.1500 | 24027 21294 18693 16230 13920 13.4000 | 11766 9776 7950 6292 4834 13.6500 | 3615 2661 1956 1458 1133 13.9000 | 927 802 722 672 632 14.1500 | 600 574 553 534 518 14.4000 | 505 493 481 470 461 14.6500 | 452 444 436 428 421 14.9000 | 414 407 400 393 386 15.1500 | 379 373 366 359 352 15.4000 | 345 338 332 325 319 15.6500 | 312 306 300 294 288 15.9000 | 282 276 270 265 259 16.1500 | 254 248 243 238 235 16.4000 | 231 228 226 223 221 16.6500 | 219 217 215 213 211 16.9000 | 209 207 205 204 202 17.1500 | 201 200 198 197 195 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.02 Name.... BASIN2 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.4000 | 194 193 191 190 189 17.6500 | 187 186 185 183 182 17.9000 | 181 179 178 177 175 18.1500 | 174 173 172 170 168 18.4000 | 167 165 164 162 161 18.6500 | 159 158 156 155 153 18.9000 | 152 150 149 148 146 19.1500 | 145 143 142 141 139 19.4000 | 138 136 135 134 132 19.6500 | 131 130 129 127 126 19.9000 | 125 123 122 121 120 20.1500 | 119 118 117 116 115 20.4000 | 115 114 114 113 113 20.6500 | 113 113 112 112 112 20.9000 | 112 111 111 111 111 21.1500 | 110 110 110 109 109 21.4000 | 109 109 108 108 108 21.6500 | 107 107 107 107 106 21.9000 | 106 106 105 105 105 22.1500 | 105 104 104 104 104 22.4000 | 103 103 103 102 102 22.6500 | 102 102 101 101 101 22.9000 | 101 100 100 100 99 23.1500 | 99 99 99 98 98 23.4000 | 98 98 97 97 97 23.6500 | 97 96 96 96 95 23.9000 | 95 95 95 93 89 24.1500 | 81 70 54 40 28 24.4000 | 19 13 9 6 4 24.6500 | 3 2 1 1 0 24.9000 | 0 0 0 0 0 25.1500 | 0 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.03 Name.... BASIN2 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.2500 | 0 0 0 0 0 6.5000 | 1 1 2 2 2 6.7500 | 3 3 4 5 6 7.0000 | 6 7 8 8 9 7.2500 | 10 10 11 12 13 7.5000 | 14 15 16 17 18 7.7500 | 19 20 20 21 22 8.0000 | 23 24 25 26 27 8.2500 | 29 30 32 34 36 8.5000 | 38 40 42 44 46 8.7500 | 48 51 53 56 59 9.0000 | 62 66 69 71 74 9.2500 | 77 79 82 84 86 9.5000 | 89 91 93 95 98 9.7500 | 101 105 110 114 118 10.0000 | 123 128 134 140 147 10.2500 | 154 162 171 179 188 10.5000 | 197 207 218 232 248 10.7500 | 265 283 304 328 355 11.0000 | 381 410 444 482 522 11.2500 | 569 626 691 765 854 11.5000 | 948 1071 1233 1507 1989 11.7500 | 2817 4188 6434 10036 15433 12.0000 | 22862 32050 42180 52136 60827 12.2500 | 67554 72142 74781 75832 75691 12.5000 | 74663 72956 70719 68079 65134 12.7500 | 61970 58655 55249 51797 48335 13.0000 | 44893 41489 38145 34874 31696 13.2500 | 28623 25672 22848 20164 17627 13.5000 | 15238 13007 10937 9031 7284 13.7500 | 5723 4367 3261 2417 1793 14.0000 | 1371 1094 916 810 739 14.2500 | 693 661 635 613 597 14.5000 | 582 570 559 548 538 14.7500 | 529 520 511 502 494 15.0000 | 484 475 466 457 449 15.2500 | 440 432 424 416 408 15.5000 | 400 392 385 377 370 15.7500 | 362 354 346 338 331 16.0000 | 324 316 309 303 296 16.2500 | 291 286 281 277 274 16.5000 | 271 268 265 263 260 16.7500 | 258 256 253 251 248 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.04 Name.... BASIN2 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.0000 | 246 243 241 239 236 17.2500 | 234 232 230 227 225 17.5000 | 223 221 219 216 214 17.7500 | 212 210 208 206 204 18.0000 | 203 201 199 198 196 18.2500 | 195 193 192 190 189 18.5000 | 187 185 184 182 181 18.7500 | 180 178 177 175 174 19.0000 | 172 171 169 167 165 19.2500 | 164 162 160 158 157 19.5000 | 155 153 152 150 149 19.7500 | 147 145 144 142 141 20.0000 | 139 138 136 135 133 20.2500 | 132 131 131 130 129 20.5000 | 129 128 128 128 127 20.7500 | 127 127 126 126 126 21.0000 | 126 125 125 125 124 21.2500 | 124 124 124 123 123 21.5000 | 123 123 122 122 122 21.7500 | 121 121 121 121 120 22.0000 | 120 120 120 119 119 22.2500 | 119 119 118 118 118 22.5000 | 117 117 117 117 116 22.7500 | 116 116 116 115 115 23.0000 | 115 115 114 114 114 23.2500 | 114 113 113 113 112 23.5000 | 112 112 112 111 111 23.7500 | 111 111 110 110 110 24.0000 | 109 108 103 93 78 24.2500 | 62 45 32 22 14 24.5000 | 10 7 4 3 2 24.7500 | 2 1 1 0 0 25.0000 | 0 0 0 0 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.05 Name.... BASIN2 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.3500 | 0 0 0 0 0 5.6000 | 1 1 2 2 3 5.8500 | 3 4 5 6 7 6.1000 | 8 8 9 10 11 6.3500 | 12 13 14 15 17 6.6000 | 18 19 20 21 22 6.8500 | 23 25 26 27 28 7.1000 | 30 31 33 34 36 7.3500 | 37 39 40 41 43 7.6000 | 44 45 47 48 50 7.8500 | 52 53 55 57 58 8.1000 | 60 62 64 67 69 8.3500 | 72 74 77 80 84 8.6000 | 88 92 96 100 105 8.8500 | 110 114 119 123 128 9.1000 | 133 138 143 147 152 9.3500 | 156 160 164 167 171 9.6000 | 174 177 180 185 190 9.8500 | 196 202 210 219 230 10.1000 | 242 256 268 283 299 10.3500 | 317 337 359 379 402 10.6000 | 428 456 487 517 552 10.8500 | 592 637 683 733 790 11.1000 | 853 917 993 1084 1182 11.3500 | 1303 1439 1597 1772 1990 11.6000 | 2275 2736 3518 4843 7049 11.8500 | 10605 16053 23952 34600 47622 12.1000 | 61913 76005 87069 92013 92049 12.3500 | 90437 88500 86647 84947 83339 12.6000 | 81681 79707 77291 74538 71531 12.8500 | 68347 65045 61669 58255 54826 13.1000 | 51402 48005 44655 41366 38157 13.3500 | 35038 32017 29104 26303 23621 13.6000 | 21066 18639 16348 14196 12187 13.8500 | 10326 8613 7044 5640 4422 14.1000 | 3421 2640 2063 1651 1368 14.3500 | 1180 1064 983 932 897 14.6000 | 871 849 829 811 794 14.8500 | 779 764 750 736 723 15.1000 | 709 696 683 670 657 15.3500 | 643 630 617 604 592 15.6000 | 580 568 556 544 533 15.8500 | 522 510 499 488 476 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.06 Name.... BASIN2 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.1000 | 464 454 444 434 426 16.3500 | 419 413 407 402 398 16.6000 | 393 389 386 382 378 16.8500 | 375 371 368 364 361 17.1000 | 357 354 350 347 343 17.3500 | 340 336 333 329 326 17.6000 | 323 320 316 313 310 17.8500 | 307 303 300 297 294 18.1000 | 291 288 285 282 279 18.3500 | 276 273 270 267 264 18.6000 | 261 258 255 252 249 18.8500 | 246 243 240 237 234 19.1000 | 231 228 225 222 219 19.3500 | 216 214 211 208 205 19.6000 | 203 201 199 197 195 19.8500 | 193 191 189 187 185 20.1000 | 183 182 180 178 177 20.3500 | 176 175 175 174 173 20.6000 | 173 172 172 172 171 20.8500 | 171 170 170 169 169 21.1000 | 168 168 168 167 167 21.3500 | 166 166 165 165 164 21.6000 | 164 164 163 163 162 21.8500 | 162 161 161 161 160 22.1000 | 160 159 159 159 158 22.3500 | 158 157 157 156 156 22.6000 | 156 155 155 154 154 22.8500 | 154 153 153 152 152 23.1000 | 152 151 151 150 150 23.3500 | 149 149 149 148 148 23.6000 | 147 147 147 146 146 23.8500 | 145 145 145 144 142 24.1000 | 136 124 105 82 61 24.3500 | 42 28 19 13 9 24.6000 | 6 4 3 2 1 24.8500 | 1 0 0 0 0 25.1000 | 0 0 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.07 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 0 0 0 0 0 .2500 | 0 0 0 0 0 .5000 | 0 0 0 0 0 .7500 | 0 0 0 0 0 1.0000 | 0 0 0 0 0 1.2500 | 0 0 0 0 0 1.5000 | 0 0 0 0 0 1.7500 | 0 0 0 0 0 2.0000 | 0 0 0 0 0 2.2500 | 0 0 0 0 0 2.5000 | 0 0 0 0 0 2.7500 | 0 0 0 0 0 3.0000 | 0 0 0 0 0 3.2500 | 0 0 0 0 0 3.5000 | 0 0 0 0 0 3.7500 | 0 0 0 0 0 4.0000 | 0 0 0 0 0 4.2500 | 0 0 0 0 0 4.5000 | 0 0 0 0 0 4.7500 | 0 0 0 0 0 5.0000 | 0 0 0 0 0 5.2500 | 0 0 0 0 0 5.5000 | 0 0 0 0 0 5.7500 | 0 0 0 0 0 6.0000 | 0 0 0 0 0 6.2500 | 0 0 0 0 0 6.5000 | 0 0 0 0 0 6.7500 | 0 0 0 0 0 7.0000 | 0 0 0 0 0 7.2500 | 0 0 0 0 0 7.5000 | 0 0 0 0 0 7.7500 | 0 0 0 0 0 8.0000 | 0 0 0 0 0 8.2500 | 0 0 0 0 0 8.5000 | 0 0 0 0 0 8.7500 | 1 2 6 12 22 9.0000 | 36 56 82 113 151 9.2500 | 194 236 279 322 367 9.5000 | 408 448 485 519 553 9.7500 | 583 612 640 669 698 10.0000 | 728 759 788 819 850 10.2500 | 882 916 950 983 1017 10.5000 | 1053 1090 1128 1165 1204 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.08 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 1245 1289 1334 1381 1430 11.0000 | 1481 1533 1586 1642 1701 11.2500 | 1764 1833 1961 2174 2455 11.5000 | 2803 3233 3784 4560 5716 11.7500 | 7471 10080 13863 19251 26682 12.0000 | 37902 52603 70226 89854 109542 12.2500 | 126801 140325 149839 155751 158668 12.5000 | 159232 158018 155430 151764 147266 12.7500 | 142137 136531 130571 124355 117952 13.0000 | 111396 104747 98030 91287 84736 13.2500 | 78437 72336 66429 60730 55246 13.5000 | 49966 44891 40029 35363 30878 13.7500 | 26962 23792 21032 18863 16850 14.0000 | 15220 13980 12913 11997 11205 14.2500 | 10520 9926 9404 8948 8548 14.5000 | 8194 7882 7604 7357 7135 14.7500 | 6931 6745 6574 6416 6269 15.0000 | 6130 5999 5875 5755 5640 15.2500 | 5528 5420 5315 5211 5108 15.5000 | 5006 4905 4805 4705 4605 15.7500 | 4505 4405 4304 4204 4102 16.0000 | 4001 3899 3797 3696 3596 16.2500 | 3498 3403 3311 3224 3139 16.5000 | 3059 2983 2911 2842 2777 16.7500 | 2715 2656 2600 2546 2493 17.0000 | 2443 2395 2347 2302 2257 17.2500 | 2212 2169 2126 2083 2041 17.5000 | 1999 1958 1918 1877 1853 17.7500 | 1839 1828 1819 1812 1805 18.0000 | 1798 1792 1786 1780 1774 18.2500 | 1768 1762 1756 1750 1743 18.5000 | 1737 1731 1725 1719 1713 18.7500 | 1707 1701 1695 1689 1683 19.0000 | 1676 1670 1663 1657 1650 19.2500 | 1644 1637 1630 1623 1617 19.5000 | 1610 1603 1596 1590 1583 19.7500 | 1576 1569 1563 1556 1549 20.0000 | 1542 1536 1529 1522 1516 20.2500 | 1510 1504 1500 1495 1491 20.5000 | 1488 1485 1482 1479 1477 20.7500 | 1475 1473 1472 1470 1468 21.0000 | 1467 1465 1464 1462 1461 21.2500 | 1460 1458 1457 1455 1454 21.5000 | 1453 1451 1450 1448 1447 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.09 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 1446 1444 1443 1442 1440 22.0000 | 1439 1437 1436 1434 1433 22.2500 | 1432 1430 1429 1427 1426 22.5000 | 1425 1423 1422 1420 1419 22.7500 | 1418 1416 1415 1413 1412 23.0000 | 1411 1409 1408 1406 1405 23.2500 | 1403 1402 1400 1399 1398 23.5000 | 1396 1395 1393 1391 1390 23.7500 | 1388 1387 1385 1384 1382 24.0000 | 1380 1376 1366 1344 1305 24.2500 | 1245 1171 1086 995 904 24.5000 | 815 736 662 598 542 24.7500 | 492 447 407 373 340 25.0000 | 311 284 261 241 224 25.2500 | 208 195 184 172 161 25.5000 | 151 141 132 123 116 25.7500 | 108 101 95 89 83 26.0000 | 78 73 68 63 59 26.2500 | 55 52 48 45 42 26.5000 | 39 37 34 32 30 26.7500 | 28 26 25 23 22 27.0000 | 20 19 18 16 15 27.2500 | 14 13 13 12 11 27.5000 | 10 10 9 8 8 27.7500 | 7 7 6 6 6 28.0000 | 5 5 5 4 4 28.2500 | 4 4 3 3 3 28.5000 | 3 3 2 2 2 28.7500 | 2 2 2 2 2 29.0000 | 1 1 1 1 1 29.2500 | 1 1 1 1 1 29.5000 | 1 1 1 1 1 29.7500 | 1 1 1 1 1 30.0000 | 1 1 1 1 1 30.2500 | 1 1 1 1 1 30.5000 | 1 1 1 1 1 30.7500 | 1 1 1 1 1 31.0000 | 1 1 1 1 1 31.2500 | 1 1 1 1 1 31.5000 | 1 1 1 1 1 31.7500 | 1 1 1 1 1 32.0000 | 1 1 1 1 1 32.2500 | 1 1 1 1 1 32.5000 | 1 1 1 1 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.10 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 1 1 1 1 1 33.0000 | 1 1 1 1 1 33.2500 | 1 1 1 1 1 33.5000 | 1 1 1 1 1 33.7500 | 1 1 1 1 1 34.0000 | 1 1 1 1 1 34.2500 | 1 1 1 1 1 34.5000 | 1 1 1 1 1 34.7500 | 1 1 1 1 1 35.0000 | 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.11 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 0 0 0 0 0 .2500 | 0 0 0 0 0 .5000 | 0 0 0 0 0 .7500 | 0 0 0 0 0 1.0000 | 0 0 0 0 0 1.2500 | 0 0 0 0 0 1.5000 | 0 0 0 0 0 1.7500 | 0 0 0 0 0 2.0000 | 0 0 0 0 0 2.2500 | 0 0 0 0 0 2.5000 | 0 0 0 0 0 2.7500 | 0 0 0 0 0 3.0000 | 0 0 0 0 0 3.2500 | 0 0 0 0 0 3.5000 | 0 0 0 0 0 3.7500 | 0 0 0 0 0 4.0000 | 0 0 0 0 0 4.2500 | 0 0 0 0 0 4.5000 | 0 0 0 0 0 4.7500 | 0 0 0 0 0 5.0000 | 0 0 0 0 0 5.2500 | 0 0 0 0 0 5.5000 | 0 0 0 0 0 5.7500 | 0 0 0 0 0 6.0000 | 0 0 0 0 0 6.2500 | 0 0 0 0 0 6.5000 | 0 0 0 0 0 6.7500 | 0 0 0 0 0 7.0000 | 0 0 0 0 0 7.2500 | 0 0 0 0 0 7.5000 | 0 0 0 0 0 7.7500 | 0 0 0 0 0 8.0000 | 0 0 0 0 0 8.2500 | 0 1 3 6 12 8.5000 | 21 34 52 75 104 8.7500 | 139 180 221 262 305 9.0000 | 350 394 436 477 516 9.2500 | 554 588 620 650 679 9.5000 | 707 734 760 784 807 9.7500 | 830 854 879 905 933 10.0000 | 959 986 1014 1043 1074 10.2500 | 1106 1139 1172 1206 1242 10.5000 | 1280 1320 1360 1401 1444 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.12 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 1488 1532 1579 1629 1681 11.0000 | 1734 1790 1848 1959 2133 11.2500 | 2360 2642 2983 3382 3838 11.5000 | 4353 4943 5661 6625 8024 11.7500 | 10107 13162 17563 23817 33259 12.0000 | 47286 65436 87870 112665 136583 12.2500 | 157284 173448 184835 192050 195836 12.5000 | 196895 195845 193143 189128 184204 12.7500 | 178598 172477 165994 159260 152364 13.0000 | 145369 138325 131260 124194 117132 13.2500 | 110052 102974 95921 88932 82336 13.5000 | 76024 69954 64114 58500 53108 13.7500 | 47923 42958 38202 33639 29258 14.0000 | 25732 22778 20209 18199 16239 14.2500 | 14831 13702 12724 11898 11191 14.5000 | 10588 10072 9625 9236 8896 14.7500 | 8598 8334 8095 7882 7688 15.0000 | 7510 7344 7191 7045 6906 15.2500 | 6772 6644 6519 6398 6280 15.5000 | 6164 6050 5938 5826 5716 15.7500 | 5605 5496 5387 5278 5169 16.0000 | 5059 4950 4840 4730 4622 16.2500 | 4516 4411 4309 4213 4120 16.5000 | 4033 3951 3874 3801 3731 16.7500 | 3666 3603 3544 3486 3431 17.0000 | 3378 3327 3277 3228 3180 17.2500 | 3133 3086 3039 2993 2947 17.5000 | 2901 2855 2809 2764 2719 17.7500 | 2674 2629 2584 2539 2494 18.0000 | 2449 2404 2359 2314 2269 18.2500 | 2224 2179 2134 2089 2044 18.5000 | 1999 1953 1908 1862 1844 18.7500 | 1830 1819 1809 1801 1793 19.0000 | 1786 1779 1772 1765 1758 19.2500 | 1751 1744 1737 1730 1723 19.5000 | 1716 1709 1702 1695 1688 19.7500 | 1681 1673 1666 1658 1651 20.0000 | 1643 1635 1628 1620 1613 20.2500 | 1606 1600 1595 1590 1585 20.5000 | 1582 1578 1576 1573 1571 20.7500 | 1569 1567 1565 1563 1562 21.0000 | 1560 1559 1557 1556 1554 21.2500 | 1553 1551 1550 1548 1547 21.5000 | 1545 1544 1543 1541 1540 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.13 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 1538 1537 1535 1534 1532 22.0000 | 1531 1530 1528 1527 1525 22.2500 | 1524 1522 1521 1519 1518 22.5000 | 1517 1515 1514 1512 1511 22.7500 | 1509 1508 1506 1505 1503 23.0000 | 1502 1500 1499 1497 1496 23.2500 | 1495 1493 1491 1490 1488 23.5000 | 1487 1485 1483 1482 1480 23.7500 | 1479 1477 1475 1474 1472 24.0000 | 1470 1465 1454 1431 1389 24.2500 | 1325 1243 1151 1052 955 24.5000 | 860 774 696 627 568 24.7500 | 514 467 424 387 353 25.0000 | 322 295 270 249 230 25.2500 | 214 200 188 176 165 25.5000 | 155 145 135 127 119 25.7500 | 111 104 97 91 85 26.0000 | 80 75 70 65 61 26.2500 | 57 53 50 47 43 26.5000 | 41 38 35 33 31 26.7500 | 29 27 25 24 22 27.0000 | 21 19 18 17 16 27.2500 | 15 14 13 12 11 27.5000 | 11 10 9 9 8 27.7500 | 8 7 7 6 6 28.0000 | 5 5 5 4 4 28.2500 | 4 4 3 3 3 28.5000 | 3 3 2 2 2 28.7500 | 2 2 2 2 2 29.0000 | 1 1 1 1 1 29.2500 | 1 1 1 1 1 29.5000 | 1 1 1 1 1 29.7500 | 1 1 1 1 1 30.0000 | 1 1 1 1 1 30.2500 | 1 1 1 1 1 30.5000 | 1 1 1 1 1 30.7500 | 1 1 1 1 1 31.0000 | 1 1 1 1 1 31.2500 | 1 1 1 1 1 31.5000 | 1 1 1 1 1 31.7500 | 1 1 1 1 1 32.0000 | 1 1 1 1 1 32.2500 | 1 1 1 1 1 32.5000 | 1 1 1 1 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.14 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 1 1 1 1 1 33.0000 | 1 1 1 1 1 33.2500 | 1 1 1 1 1 33.5000 | 1 1 1 1 1 33.7500 | 1 1 1 1 1 34.0000 | 1 1 1 1 1 34.2500 | 1 1 1 1 1 34.5000 | 1 1 1 1 1 34.7500 | 1 1 1 1 1 35.0000 | 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.15 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 0 0 0 0 0 .2500 | 0 0 0 0 0 .5000 | 0 0 0 0 0 .7500 | 0 0 0 0 0 1.0000 | 0 0 0 0 0 1.2500 | 0 0 0 0 0 1.5000 | 0 0 0 0 0 1.7500 | 0 0 0 0 0 2.0000 | 0 0 0 0 0 2.2500 | 0 0 0 0 0 2.5000 | 0 0 0 0 0 2.7500 | 0 0 0 0 0 3.0000 | 0 0 0 0 0 3.2500 | 0 0 0 0 0 3.5000 | 0 0 0 0 0 3.7500 | 0 0 0 0 0 4.0000 | 0 0 0 0 0 4.2500 | 0 0 0 0 0 4.5000 | 0 0 0 0 0 4.7500 | 0 0 0 0 0 5.0000 | 0 0 0 0 0 5.2500 | 0 0 0 0 0 5.5000 | 0 0 0 0 0 5.7500 | 0 0 0 0 0 6.0000 | 0 0 0 0 0 6.2500 | 0 0 0 0 0 6.5000 | 0 0 0 0 0 6.7500 | 0 0 0 0 0 7.0000 | 0 0 0 0 1 7.2500 | 2 4 9 16 28 7.5000 | 43 64 89 119 155 7.7500 | 194 230 268 306 344 8.0000 | 382 417 450 482 512 8.2500 | 542 570 596 622 648 8.5000 | 674 701 729 757 784 8.7500 | 811 839 867 896 926 9.0000 | 955 982 1010 1037 1065 9.2500 | 1093 1120 1144 1168 1190 9.5000 | 1212 1232 1253 1273 1294 9.7500 | 1315 1337 1361 1387 1414 10.0000 | 1443 1474 1505 1538 1571 10.2500 | 1607 1644 1684 1723 1765 10.5000 | 1808 1854 1940 2070 2233 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.16 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 2428 2657 2918 3212 3533 11.0000 | 3881 4258 4664 5096 5559 11.2500 | 6060 6604 7201 7846 8548 11.5000 | 9304 10142 11141 12468 14383 11.7500 | 17229 21414 27480 37726 53152 12.0000 | 75771 105800 140756 176917 211566 12.2500 | 241853 265967 283599 295403 302349 12.5000 | 305391 305382 302979 298678 292906 12.7500 | 286015 278290 269953 261203 252189 13.0000 | 243014 233767 224502 215233 205985 13.2500 | 196785 187666 178889 170343 162015 13.5000 | 153900 145970 138204 130592 123120 13.7500 | 115767 108492 101290 94173 87238 14.0000 | 80701 74452 68454 62696 57177 14.2500 | 51886 46815 41978 37361 32955 14.5000 | 28752 25474 22706 20331 18513 14.7500 | 16711 15432 14435 13590 12874 15.0000 | 12271 11756 11311 10925 10587 15.2500 | 10288 10022 9780 9560 9355 15.5000 | 9165 8986 8816 8654 8499 15.7500 | 8347 8200 8056 7913 7773 16.0000 | 7635 7498 7363 7230 7096 16.2500 | 6965 6838 6716 6600 6490 16.5000 | 6387 6290 6199 6113 6032 16.7500 | 5956 5883 5813 5746 5682 17.0000 | 5620 5559 5501 5443 5387 17.2500 | 5332 5278 5224 5171 5117 17.5000 | 5064 5011 4958 4905 4853 17.7500 | 4800 4748 4696 4643 4591 18.0000 | 4538 4485 4431 4377 4323 18.2500 | 4269 4215 4160 4105 4050 18.5000 | 3996 3941 3886 3831 3775 18.7500 | 3720 3664 3608 3553 3497 19.0000 | 3441 3386 3330 3274 3219 19.2500 | 3162 3105 3047 2989 2931 19.5000 | 2873 2814 2755 2696 2637 19.7500 | 2577 2518 2458 2398 2338 20.0000 | 2278 2218 2158 2099 2040 20.2500 | 1982 1927 1873 1847 1831 20.5000 | 1821 1814 1808 1804 1801 20.7500 | 1798 1795 1793 1791 1789 21.0000 | 1787 1785 1783 1782 1780 21.2500 | 1778 1776 1775 1773 1771 21.5000 | 1769 1768 1766 1764 1762 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.17 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 1761 1759 1757 1755 1754 22.0000 | 1752 1750 1748 1747 1745 22.2500 | 1743 1741 1739 1738 1736 22.5000 | 1734 1732 1731 1729 1727 22.7500 | 1725 1724 1722 1720 1718 23.0000 | 1717 1715 1713 1711 1709 23.2500 | 1708 1706 1704 1702 1700 23.5000 | 1699 1697 1695 1693 1692 23.7500 | 1690 1688 1686 1684 1683 24.0000 | 1680 1675 1662 1634 1583 24.2500 | 1510 1415 1305 1188 1073 24.5000 | 965 864 776 696 626 24.7500 | 566 512 464 422 384 25.0000 | 351 320 292 268 246 25.2500 | 228 212 198 186 174 25.5000 | 163 153 143 134 125 25.7500 | 117 110 103 96 90 26.0000 | 84 79 74 69 65 26.2500 | 61 57 53 49 46 26.5000 | 43 40 38 35 33 26.7500 | 31 29 27 25 24 27.0000 | 22 21 19 18 17 27.2500 | 16 15 14 13 12 27.5000 | 11 11 10 9 9 27.7500 | 8 8 7 7 6 28.0000 | 6 5 5 5 4 28.2500 | 4 4 4 3 3 28.5000 | 3 3 3 2 2 28.7500 | 2 2 2 2 2 29.0000 | 2 1 1 1 1 29.2500 | 1 1 1 1 1 29.5000 | 1 1 1 1 1 29.7500 | 1 1 1 1 1 30.0000 | 1 1 1 1 1 30.2500 | 1 1 1 1 1 30.5000 | 1 1 1 1 1 30.7500 | 1 1 1 1 1 31.0000 | 1 1 1 1 1 31.2500 | 1 1 1 1 1 31.5000 | 1 1 1 1 1 31.7500 | 1 1 1 1 1 32.0000 | 1 1 1 1 1 32.2500 | 1 1 1 1 1 32.5000 | 1 1 1 1 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.18 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 1 1 1 1 1 33.0000 | 1 1 1 1 1 33.2500 | 1 1 1 1 1 33.5000 | 1 1 1 1 1 33.7500 | 1 1 1 1 1 34.0000 | 1 1 1 1 1 34.2500 | 1 1 1 1 1 34.5000 | 1 1 1 1 1 34.7500 | 1 1 1 1 1 35.0000 | 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.19 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 0 0 0 0 0 .2500 | 0 0 0 0 0 .5000 | 0 0 0 0 0 .7500 | 0 0 0 0 0 1.0000 | 0 0 0 0 0 1.2500 | 0 0 0 0 0 1.5000 | 0 0 0 0 0 1.7500 | 0 0 0 0 0 2.0000 | 0 0 0 0 0 2.2500 | 0 0 0 0 0 2.5000 | 0 0 0 0 0 2.7500 | 0 0 0 0 0 3.0000 | 0 0 0 0 0 3.2500 | 0 0 0 0 0 3.5000 | 0 0 0 0 0 3.7500 | 0 0 0 0 0 4.0000 | 0 0 0 0 0 4.2500 | 0 0 0 0 0 4.5000 | 0 0 0 0 0 4.7500 | 0 0 0 0 0 5.0000 | 0 0 0 0 0 5.2500 | 0 0 0 0 0 5.5000 | 0 0 0 0 0 5.7500 | 0 0 0 0 0 6.0000 | 0 0 0 0 0 6.2500 | 0 0 0 0 0 6.5000 | 0 0 0 0 0 6.7500 | 0 0 0 0 0 7.0000 | 0 0 0 0 0 7.2500 | 0 0 0 0 0 7.5000 | 0 0 0 0 0 7.7500 | 0 0 0 0 0 8.0000 | 0 0 0 0 0 8.2500 | 0 0 0 0 0 8.5000 | 0 0 0 0 0 8.7500 | 0 0 0 1 2 9.0000 | 3 6 9 14 20 9.2500 | 29 42 62 84 107 9.5000 | 131 155 178 200 221 9.7500 | 240 258 276 293 308 10.0000 | 322 337 352 367 400 10.2500 | 442 492 552 621 698 10.5000 | 783 874 969 1070 1177 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.20 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 1290 1406 1528 1655 1789 11.0000 | 1927 2072 2224 2379 2541 11.2500 | 2712 2892 3074 3240 3390 11.5000 | 3538 3690 3860 4066 4334 11.7500 | 4718 5285 6126 7357 9078 12.0000 | 11654 14701 17841 20644 22839 12.2500 | 24512 25876 27003 27937 28699 12.5000 | 29243 29565 29676 29600 29364 12.7500 | 28998 28531 27990 27421 26884 13.0000 | 26366 25872 25402 24951 24475 13.2500 | 23922 23305 22653 21986 21315 13.5000 | 20648 19992 19346 18704 18077 13.7500 | 17390 16521 15503 14399 13282 14.0000 | 12218 11159 10132 9278 8667 14.2500 | 8173 7766 7425 7138 6891 14.5000 | 6678 6493 6331 6187 6059 14.7500 | 5946 5845 5754 5672 5597 15.0000 | 5528 5465 5406 5349 5296 15.2500 | 5244 5195 5148 5103 5058 15.5000 | 5016 4974 4933 4891 4850 15.7500 | 4809 4768 4728 4688 4648 16.0000 | 4608 4568 4529 4489 4448 16.2500 | 4408 4368 4329 4290 4252 16.5000 | 4217 4183 4150 4120 4090 16.7500 | 4063 4036 4010 3985 3961 17.0000 | 3937 3915 3893 3872 3852 17.2500 | 3832 3812 3793 3775 3757 17.5000 | 3739 3721 3704 3686 3665 17.7500 | 3640 3611 3584 3557 3532 18.0000 | 3508 3486 3465 3445 3425 18.2500 | 3406 3387 3369 3351 3333 18.5000 | 3316 3298 3280 3263 3245 18.7500 | 3228 3210 3193 3176 3158 19.0000 | 3140 3123 3105 3086 3068 19.2500 | 3049 3030 3010 2991 2972 19.5000 | 2952 2933 2913 2893 2874 19.7500 | 2854 2834 2814 2794 2774 20.0000 | 2754 2735 2715 2695 2675 20.2500 | 2656 2637 2618 2601 2584 20.5000 | 2569 2555 2543 2531 2521 20.7500 | 2512 2503 2496 2489 2482 21.0000 | 2476 2471 2465 2460 2456 21.2500 | 2451 2446 2442 2438 2433 21.5000 | 2429 2425 2421 2417 2413 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.21 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 2409 2405 2401 2397 2393 22.0000 | 2389 2385 2381 2377 2373 22.2500 | 2369 2365 2361 2357 2353 22.5000 | 2349 2345 2341 2337 2333 22.7500 | 2329 2325 2321 2317 2313 23.0000 | 2309 2305 2301 2296 2292 23.2500 | 2288 2284 2280 2276 2272 23.5000 | 2268 2264 2260 2256 2252 23.7500 | 2248 2244 2240 2236 2231 24.0000 | 2227 2222 2213 2196 2161 24.2500 | 2103 2017 1903 1765 1607 24.5000 | 1439 1267 1094 927 767 24.7500 | 613 471 354 298 256 25.0000 | 226 202 183 167 154 25.2500 | 143 131 121 112 105 25.5000 | 99 94 89 86 82 25.7500 | 80 77 75 73 70 26.0000 | 68 65 62 60 57 26.2500 | 55 52 50 47 45 26.5000 | 43 40 38 36 34 26.7500 | 33 31 29 27 26 27.0000 | 24 23 22 20 19 27.2500 | 18 17 16 15 14 27.5000 | 13 12 12 11 10 27.7500 | 10 9 8 8 7 28.0000 | 7 7 6 6 5 28.2500 | 5 5 4 4 4 28.5000 | 4 3 3 3 3 28.7500 | 3 2 2 2 2 29.0000 | 2 2 2 2 1 29.2500 | 1 1 1 1 1 29.5000 | 1 1 1 1 1 29.7500 | 1 1 1 1 1 30.0000 | 1 1 1 1 1 30.2500 | 1 1 1 1 1 30.5000 | 1 1 1 1 1 30.7500 | 1 1 1 1 1 31.0000 | 1 1 1 1 1 31.2500 | 1 1 1 1 1 31.5000 | 1 1 1 1 1 31.7500 | 1 1 1 1 1 32.0000 | 1 1 1 1 1 32.2500 | 1 1 1 1 1 32.5000 | 1 1 1 1 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.22 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 1 1 1 1 1 33.0000 | 1 1 1 1 1 33.2500 | 1 1 1 1 1 33.5000 | 1 1 1 1 1 33.7500 | 1 1 1 1 1 34.0000 | 1 1 1 1 1 34.2500 | 1 1 1 1 1 34.5000 | 1 1 1 1 1 34.7500 | 1 1 1 1 1 35.0000 | 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.23 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 0 0 0 0 0 .2500 | 0 0 0 0 0 .5000 | 0 0 0 0 0 .7500 | 0 0 0 0 0 1.0000 | 0 0 0 0 0 1.2500 | 0 0 0 0 0 1.5000 | 0 0 0 0 0 1.7500 | 0 0 0 0 0 2.0000 | 0 0 0 0 0 2.2500 | 0 0 0 0 0 2.5000 | 0 0 0 0 0 2.7500 | 0 0 0 0 0 3.0000 | 0 0 0 0 0 3.2500 | 0 0 0 0 0 3.5000 | 0 0 0 0 0 3.7500 | 0 0 0 0 0 4.0000 | 0 0 0 0 0 4.2500 | 0 0 0 0 0 4.5000 | 0 0 0 0 0 4.7500 | 0 0 0 0 0 5.0000 | 0 0 0 0 0 5.2500 | 0 0 0 0 0 5.5000 | 0 0 0 0 0 5.7500 | 0 0 0 0 0 6.0000 | 0 0 0 0 0 6.2500 | 0 0 0 0 0 6.5000 | 0 0 0 0 0 6.7500 | 0 0 0 0 0 7.0000 | 0 0 0 0 0 7.2500 | 0 0 0 0 0 7.5000 | 0 0 0 0 0 7.7500 | 0 0 0 0 0 8.0000 | 0 0 0 0 0 8.2500 | 0 0 0 0 1 8.5000 | 2 3 5 9 13 8.7500 | 19 27 38 55 77 9.0000 | 99 122 148 171 194 9.2500 | 217 238 258 278 296 9.5000 | 312 326 340 353 366 9.7500 | 391 423 461 506 556 10.0000 | 612 674 743 817 895 10.2500 | 975 1060 1151 1246 1345 10.5000 | 1447 1553 1664 1779 1896 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.24 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 2019 2146 2278 2414 2555 11.0000 | 2703 2856 3017 3172 3309 11.2500 | 3433 3555 3679 3812 3960 11.5000 | 4123 4305 4517 4775 5113 11.7500 | 5584 6269 7264 8686 10860 12.0000 | 13767 16992 20106 22667 24734 12.2500 | 26564 28309 30000 31453 32587 12.5000 | 33397 33911 34165 34204 34041 12.7500 | 33684 33166 32527 31807 31034 13.0000 | 30231 29412 28591 27780 27062 13.2500 | 26425 25850 25328 24843 24321 13.5000 | 23716 23067 22397 21722 21050 13.7500 | 20386 19736 19093 18459 17843 14.0000 | 17109 16167 15123 14018 12934 14.2500 | 11894 10843 9851 9102 8545 14.5000 | 8096 7730 7424 7168 6951 14.7500 | 6766 6605 6464 6342 6232 15.0000 | 6133 6045 5964 5891 5823 15.2500 | 5761 5702 5646 5593 5542 15.5000 | 5493 5446 5400 5353 5307 15.7500 | 5262 5217 5172 5128 5084 16.0000 | 5040 4997 4954 4910 4866 16.2500 | 4822 4778 4736 4695 4655 16.5000 | 4617 4580 4544 4511 4479 16.7500 | 4448 4418 4390 4363 4337 17.0000 | 4312 4288 4265 4243 4222 17.2500 | 4201 4181 4162 4143 4125 17.5000 | 4107 4088 4071 4053 4036 17.7500 | 4018 3999 3981 3963 3944 18.0000 | 3926 3907 3889 3870 3852 18.2500 | 3833 3814 3796 3778 3759 18.5000 | 3740 3722 3703 3684 3660 18.7500 | 3629 3597 3567 3537 3509 19.0000 | 3482 3457 3433 3411 3388 19.2500 | 3367 3346 3325 3304 3283 19.5000 | 3263 3243 3223 3202 3182 19.7500 | 3162 3142 3122 3101 3079 20.0000 | 3058 3036 3014 2992 2970 20.2500 | 2949 2928 2908 2889 2871 20.5000 | 2855 2840 2827 2815 2804 20.7500 | 2794 2786 2778 2770 2764 21.0000 | 2758 2752 2746 2741 2736 21.2500 | 2731 2726 2721 2717 2712 21.5000 | 2708 2703 2699 2695 2690 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.25 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 2686 2682 2678 2673 2669 22.0000 | 2665 2661 2656 2652 2647 22.2500 | 2643 2638 2634 2629 2625 22.5000 | 2620 2616 2611 2607 2602 22.7500 | 2597 2593 2588 2584 2579 23.0000 | 2574 2570 2565 2560 2556 23.2500 | 2551 2547 2542 2538 2533 23.5000 | 2529 2524 2519 2515 2510 23.7500 | 2505 2501 2496 2491 2487 24.0000 | 2482 2476 2466 2446 2408 24.2500 | 2345 2252 2128 1976 1804 24.5000 | 1619 1430 1243 1061 888 24.7500 | 724 570 428 333 282 25.0000 | 244 217 194 175 161 25.2500 | 149 137 126 116 108 25.5000 | 101 96 91 87 84 25.7500 | 81 78 76 74 71 26.0000 | 69 66 63 61 58 26.2500 | 56 53 51 48 46 26.5000 | 44 41 39 37 35 26.7500 | 33 31 30 28 26 27.0000 | 25 24 22 21 20 27.2500 | 19 17 16 15 14 27.5000 | 14 13 12 11 11 27.7500 | 10 9 9 8 8 28.0000 | 7 7 6 6 6 28.2500 | 5 5 5 4 4 28.5000 | 4 4 3 3 3 28.7500 | 3 3 2 2 2 29.0000 | 2 2 2 2 2 29.2500 | 1 1 1 1 1 29.5000 | 1 1 1 1 1 29.7500 | 1 1 1 1 1 30.0000 | 1 1 1 1 1 30.2500 | 1 1 1 1 1 30.5000 | 1 1 1 1 1 30.7500 | 1 1 1 1 1 31.0000 | 1 1 1 1 1 31.2500 | 1 1 1 1 1 31.5000 | 1 1 1 1 1 31.7500 | 1 1 1 1 1 32.0000 | 1 1 1 1 1 32.2500 | 1 1 1 1 1 32.5000 | 1 1 1 1 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.26 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 1 1 1 1 1 33.0000 | 1 1 1 1 1 33.2500 | 1 1 1 1 1 33.5000 | 1 1 1 1 1 33.7500 | 1 1 1 1 1 34.0000 | 1 1 1 1 1 34.2500 | 1 1 1 1 1 34.5000 | 1 1 1 1 1 34.7500 | 1 1 1 1 1 35.0000 | 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.27 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | 0 0 0 0 0 .2500 | 0 0 0 0 0 .5000 | 0 0 0 0 0 .7500 | 0 0 0 0 0 1.0000 | 0 0 0 0 0 1.2500 | 0 0 0 0 0 1.5000 | 0 0 0 0 0 1.7500 | 0 0 0 0 0 2.0000 | 0 0 0 0 0 2.2500 | 0 0 0 0 0 2.5000 | 0 0 0 0 0 2.7500 | 0 0 0 0 0 3.0000 | 0 0 0 0 0 3.2500 | 0 0 0 0 0 3.5000 | 0 0 0 0 0 3.7500 | 0 0 0 0 0 4.0000 | 0 0 0 0 0 4.2500 | 0 0 0 0 0 4.5000 | 0 0 0 0 0 4.7500 | 0 0 0 0 0 5.0000 | 0 0 0 0 0 5.2500 | 0 0 0 0 0 5.5000 | 0 0 0 0 0 5.7500 | 0 0 0 0 0 6.0000 | 0 0 0 0 0 6.2500 | 0 0 0 0 0 6.5000 | 0 0 0 0 0 6.7500 | 0 0 0 0 0 7.0000 | 0 0 0 0 0 7.2500 | 0 0 1 1 3 7.5000 | 4 7 11 16 23 7.7500 | 31 43 61 82 102 8.0000 | 123 145 165 184 203 8.2500 | 222 238 253 269 285 8.5000 | 299 312 325 338 352 8.7500 | 365 393 431 475 526 9.0000 | 584 649 719 794 871 9.2500 | 949 1029 1109 1191 1273 9.5000 | 1352 1428 1501 1573 1644 9.7500 | 1714 1782 1851 1921 1994 10.0000 | 2070 2150 2234 2320 2410 10.2500 | 2505 2604 2707 2815 2928 10.5000 | 3046 3168 3284 3388 3481 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.28 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 3571 3660 3752 3851 3959 11.0000 | 4076 4202 4338 4485 4643 11.2500 | 4816 5003 5202 5421 5656 11.5000 | 5911 6190 6501 6871 7346 11.7500 | 7999 8928 10497 12805 15622 12.0000 | 18738 21722 24449 27142 30131 12.2500 | 33089 35837 38269 40285 41501 12.5000 | 42162 42529 42691 42704 42606 12.7500 | 42424 42175 41875 41536 41102 13.0000 | 40614 40052 39322 38515 37661 13.2500 | 36782 35889 34939 33917 32853 13.5000 | 31790 30751 29747 28784 27864 13.7500 | 27066 26378 25773 25236 24729 14.0000 | 24178 23556 22900 22229 21556 14.2500 | 20889 20237 19598 18966 18349 14.5000 | 17752 17027 16100 15095 14038 14.7500 | 13015 12055 11089 10176 9402 15.0000 | 8869 8451 8114 7840 7613 15.2500 | 7421 7257 7114 6989 6880 15.5000 | 6782 6691 6608 6531 6459 15.7500 | 6391 6327 6265 6204 6145 16.0000 | 6087 6030 5974 5919 5866 16.2500 | 5813 5761 5710 5662 5615 16.5000 | 5570 5527 5486 5447 5411 16.7500 | 5375 5341 5309 5278 5249 17.0000 | 5221 5194 5168 5142 5118 17.2500 | 5094 5071 5048 5025 5003 17.5000 | 4982 4961 4940 4918 4897 17.7500 | 4876 4854 4833 4811 4789 18.0000 | 4768 4747 4726 4704 4683 18.2500 | 4662 4641 4619 4598 4576 18.5000 | 4555 4534 4512 4491 4469 18.7500 | 4446 4424 4402 4379 4357 19.0000 | 4334 4311 4288 4266 4243 19.2500 | 4220 4198 4175 4153 4131 19.5000 | 4109 4087 4065 4043 4020 19.7500 | 3996 3972 3948 3924 3900 20.0000 | 3875 3850 3826 3801 3776 20.2500 | 3752 3728 3704 3677 3644 20.5000 | 3609 3578 3550 3526 3505 20.7500 | 3487 3472 3459 3447 3437 21.0000 | 3428 3420 3413 3406 3400 21.2500 | 3394 3388 3382 3377 3372 21.5000 | 3366 3361 3356 3351 3346 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.29 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7500 | 3341 3336 3331 3326 3321 22.0000 | 3316 3311 3305 3300 3295 22.2500 | 3290 3285 3280 3275 3270 22.5000 | 3265 3260 3255 3250 3245 22.7500 | 3240 3235 3230 3225 3219 23.0000 | 3214 3209 3204 3199 3194 23.2500 | 3189 3184 3178 3173 3168 23.5000 | 3163 3158 3153 3148 3143 23.7500 | 3137 3132 3127 3122 3117 24.0000 | 3111 3104 3091 3066 3018 24.2500 | 2936 2816 2661 2474 2266 24.5000 | 2041 1813 1588 1373 1169 24.7500 | 976 798 632 479 355 25.0000 | 296 253 222 197 178 25.2500 | 162 149 137 126 116 25.5000 | 108 101 96 91 87 25.7500 | 83 80 78 75 73 26.0000 | 71 68 66 63 60 26.2500 | 58 55 53 50 48 26.5000 | 46 43 41 39 37 26.7500 | 35 33 31 30 28 27.0000 | 26 25 23 22 21 27.2500 | 20 19 17 16 15 27.5000 | 14 14 13 12 11 27.7500 | 11 10 9 9 8 28.0000 | 8 7 7 6 6 28.2500 | 6 5 5 5 4 28.5000 | 4 4 4 3 3 28.7500 | 3 3 3 2 2 29.0000 | 2 2 2 2 2 29.2500 | 2 1 1 1 1 29.5000 | 1 1 1 1 1 29.7500 | 1 1 1 1 1 30.0000 | 1 1 1 1 1 30.2500 | 1 1 1 1 1 30.5000 | 1 1 1 1 1 30.7500 | 1 1 1 1 1 31.0000 | 1 1 1 1 1 31.2500 | 1 1 1 1 1 31.5000 | 1 1 1 1 1 31.7500 | 1 1 1 1 1 32.0000 | 1 1 1 1 1 32.2500 | 1 1 1 1 1 32.5000 | 1 1 1 1 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.30 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 32.7500 | 1 1 1 1 1 33.0000 | 1 1 1 1 1 33.2500 | 1 1 1 1 1 33.5000 | 1 1 1 1 1 33.7500 | 1 1 1 1 1 34.0000 | 1 1 1 1 1 34.2500 | 1 1 1 1 1 34.5000 | 1 1 1 1 1 34.7500 | 1 1 1 1 1 35.0000 | 1 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.31 Name.... BASIN4 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | 0 0 0 0 0 9.2000 | 0 1 2 2 3 9.4500 | 3 3 4 5 5 9.7000 | 6 7 8 9 10 9.9500 | 11 12 13 14 16 10.2000 | 18 20 22 24 26 10.4500 | 29 32 35 38 42 10.7000 | 47 51 55 60 67 10.9500 | 74 82 91 98 108 11.2000 | 120 133 149 165 185 11.4500 | 210 236 267 312 377 11.7000 | 492 691 1022 1555 2389 11.9500 | 3661 5484 7840 10571 13414 12.2000 | 16078 18328 20044 21222 21928 12.4500 | 22265 22315 22139 21784 21287 12.7000 | 20674 19970 19198 18378 17521 12.9500 | 16640 15744 14841 13935 13028 13.2000 | 12130 11244 10369 9517 8687 13.4500 | 7881 7104 6356 5641 4963 13.7000 | 4323 3727 3170 2662 2207 13.9500 | 1818 1501 1247 1046 887 14.2000 | 764 667 594 535 493 14.4500 | 462 435 415 399 386 14.7000 | 376 368 360 353 347 14.9500 | 341 335 330 324 318 15.2000 | 312 306 301 295 290 15.4500 | 285 280 275 270 265 15.7000 | 260 255 250 246 241 15.9500 | 236 232 227 222 217 16.2000 | 212 208 204 201 198 16.4500 | 195 193 191 189 187 16.7000 | 185 183 182 180 179 16.9500 | 177 176 174 173 171 17.2000 | 170 169 167 166 164 17.4500 | 163 162 160 159 158 17.7000 | 156 155 154 152 151 17.9500 | 150 148 147 145 144 18.2000 | 142 141 139 138 137 18.4500 | 135 134 132 131 130 18.7000 | 128 127 125 124 123 18.9500 | 122 120 119 118 116 19.2000 | 115 114 112 111 110 19.4500 | 109 107 106 105 104 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.32 Name.... BASIN4 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.7000 | 103 101 100 99 98 19.9500 | 97 96 94 93 92 20.2000 | 91 90 89 88 88 20.4500 | 87 87 86 86 85 20.7000 | 85 85 85 84 84 20.9500 | 84 84 83 83 83 21.2000 | 83 82 82 82 82 21.4500 | 81 81 81 81 81 21.7000 | 80 80 80 80 79 21.9500 | 79 79 79 79 78 22.2000 | 78 78 78 77 77 22.4500 | 77 77 77 76 76 22.7000 | 76 76 75 75 75 22.9500 | 75 75 74 74 74 23.2000 | 74 73 73 73 73 23.4500 | 73 72 72 72 72 23.7000 | 71 71 71 71 71 23.9500 | 70 70 69 67 63 24.2000 | 55 45 33 24 15 24.4500 | 10 6 4 3 2 24.7000 | 2 1 1 0 0 24.9500 | 0 0 0 0 0 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.33 Name.... BASIN4 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.5500 | 0 0 0 0 0 8.8000 | 1 1 2 2 3 9.0500 | 3 4 5 5 6 9.3000 | 7 8 9 10 11 9.5500 | 12 13 14 15 16 9.8000 | 17 19 21 23 25 10.0500 | 26 28 30 33 36 10.3000 | 39 43 47 51 54 10.5500 | 59 63 69 75 83 10.8000 | 90 97 106 115 126 11.0500 | 139 152 165 180 199 11.3000 | 222 245 273 307 344 11.5500 | 387 449 535 689 945 11.8000 | 1364 2028 3081 4685 6949 12.0500 | 9846 13184 16652 19911 22687 12.3000 | 24839 26365 27339 27877 28083 12.5500 | 28024 27754 27312 26729 26038 12.8000 | 25264 24423 23533 22608 21658 13.0500 | 20691 19712 18724 17733 16743 13.3000 | 15761 14790 13829 12885 11962 13.5500 | 11054 10170 9311 8476 7670 13.8000 | 6892 6149 5439 4769 4139 14.0500 | 3551 3011 2516 2080 1715 14.3000 | 1422 1188 1003 860 752 14.5500 | 669 608 557 521 494 14.8000 | 474 457 442 429 419 15.0500 | 409 401 393 386 379 15.3000 | 372 365 359 353 346 15.5500 | 340 334 328 321 314 15.8000 | 307 301 295 289 283 16.0500 | 277 271 265 260 255 16.3000 | 250 246 242 239 236 16.5500 | 233 231 228 226 224 16.8000 | 222 220 217 215 213 17.0500 | 212 210 208 206 204 17.3000 | 202 201 199 197 195 17.5500 | 193 192 190 188 186 17.8000 | 185 183 181 180 178 18.0500 | 176 175 173 171 170 18.3000 | 168 166 165 163 162 18.5500 | 160 158 157 155 154 18.8000 | 152 151 149 148 146 19.0500 | 144 142 140 139 137 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.34 Name.... BASIN4 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.3000 | 135 134 132 131 129 19.5500 | 128 126 124 123 121 19.8000 | 120 118 117 115 114 20.0500 | 112 111 110 108 107 20.3000 | 106 105 104 104 103 20.5500 | 103 102 102 101 101 20.8000 | 101 101 100 100 100 21.0500 | 99 99 99 99 98 21.3000 | 98 98 98 97 97 21.5500 | 97 97 97 96 96 21.8000 | 96 96 95 95 95 22.0500 | 95 94 94 94 94 22.3000 | 93 93 93 93 92 22.5500 | 92 92 92 91 91 22.8000 | 91 91 90 90 90 23.0500 | 90 90 89 89 89 23.3000 | 88 88 88 87 87 23.5500 | 87 87 86 86 86 23.8000 | 86 85 85 85 84 24.0500 | 83 81 75 66 54 24.3000 | 40 28 19 12 8 24.5500 | 5 3 3 2 1 24.8000 | 1 0 0 0 0 25.0500 | 0 0 0 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.35 Name.... BASIN4 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.4500 | 0 0 0 0 0 7.7000 | 0 1 1 2 2 7.9500 | 3 3 3 4 4 8.2000 | 5 6 6 7 8 8.4500 | 9 10 11 12 13 8.7000 | 14 16 17 19 21 8.9500 | 23 24 26 28 30 9.2000 | 32 34 36 39 41 9.4500 | 43 45 48 50 52 9.7000 | 54 56 59 62 66 9.9500 | 70 74 79 85 90 10.2000 | 95 101 108 115 124 10.4500 | 133 143 153 163 174 10.7000 | 187 201 218 234 251 10.9500 | 271 294 320 345 373 11.2000 | 407 447 488 536 595 11.4500 | 660 732 818 926 1084 11.7000 | 1340 1758 2440 3539 5272 11.9500 | 7829 11338 15740 20760 25956 12.2000 | 30858 35083 38450 40950 42689 12.4500 | 43834 44509 44820 44831 44597 12.7000 | 44166 43580 42861 42048 41153 12.9500 | 40197 39196 38156 37080 35980 13.2000 | 34860 33724 32579 31429 30276 13.4500 | 29122 27971 26823 25679 24541 13.7000 | 23411 22289 21175 20073 18986 13.9500 | 17914 16853 15810 14788 13781 14.2000 | 12798 11839 10903 9999 9121 14.4500 | 8279 7467 6695 5957 5264 14.7000 | 4611 4004 3444 2931 2470 14.9500 | 2064 1729 1461 1248 1080 15.2000 | 950 849 772 710 663 15.4500 | 627 596 570 549 531 15.7000 | 516 503 490 479 468 15.9500 | 458 447 436 425 415 16.2000 | 406 397 389 382 376 16.4500 | 370 365 360 356 352 16.7000 | 348 345 341 338 335 16.9500 | 332 329 326 323 319 17.2000 | 316 313 310 307 304 17.4500 | 301 298 295 293 290 17.7000 | 287 284 281 278 276 17.9500 | 273 270 268 265 262 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.36 Name.... BASIN4 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 18.2000 | 260 257 254 252 249 18.4500 | 246 244 241 239 236 18.7000 | 234 231 229 226 224 18.9500 | 221 218 215 213 210 19.2000 | 208 205 203 200 198 19.4500 | 195 193 190 188 186 19.7000 | 183 181 179 177 174 19.9500 | 172 170 168 165 163 20.2000 | 161 159 158 156 155 20.4500 | 154 153 152 152 151 20.7000 | 151 150 150 149 149 20.9500 | 148 148 147 147 147 21.2000 | 146 146 145 145 144 21.4500 | 144 144 143 143 142 21.7000 | 142 141 141 141 140 21.9500 | 140 139 139 139 138 22.2000 | 138 137 137 136 136 22.4500 | 136 135 135 134 134 22.7000 | 134 133 133 132 132 22.9500 | 131 131 131 130 130 23.2000 | 129 129 129 128 128 23.4500 | 127 127 127 126 126 23.7000 | 125 125 125 124 124 23.9500 | 124 123 122 118 111 24.2000 | 99 81 61 43 28 24.4500 | 18 11 7 5 3 24.7000 | 2 2 1 1 0 24.9500 | 0 0 0 0 0 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.37 Name.... BASIN5 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.4000 | 5175 5175 5176 5177 5180 9.6500 | 5184 5191 5199 5209 5221 9.9000 | 5236 5253 5274 5296 5322 10.1500 | 5351 5383 5418 5457 5499 10.4000 | 5543 5591 5642 5696 5755 10.6500 | 5815 5879 5948 6021 6097 10.9000 | 6177 6263 6353 6447 6547 11.1500 | 6653 6765 6886 7017 7158 11.4000 | 7313 7479 7660 7861 8107 11.6500 | 8443 8942 9730 10983 12935 11.9000 | 15907 20248 26085 33093 40569 12.1500 | 47650 53639 58302 61764 64283 12.4000 | 66129 67490 68482 69170 69589 12.6500 | 69773 69784 69684 69515 69295 12.9000 | 69043 68758 68436 68078 67690 13.1500 | 67275 66833 66369 65886 65383 13.4000 | 64866 64333 63787 63226 62653 13.6500 | 62066 61469 60860 60243 59614 13.9000 | 58979 58334 57682 57023 56356 14.1500 | 55683 55006 54323 53641 52955 14.4000 | 52269 51585 50900 50216 49535 14.6500 | 48854 48174 47497 46821 46146 14.9000 | 45474 44805 44135 43468 42805 15.1500 | 42142 41482 40824 40169 39516 15.4000 | 38865 38217 37573 36930 36290 15.6500 | 35653 35020 34390 33762 33137 15.9000 | 32517 31900 31287 30676 30069 16.1500 | 29467 28871 28279 27694 27114 16.4000 | 26541 25975 25418 24868 24324 16.6500 | 23789 23261 22741 22230 21728 16.9000 | 21232 20745 20267 19797 19337 17.1500 | 18884 18440 18005 17579 17163 17.4000 | 16755 16356 15966 15587 15216 17.6500 | 14854 14502 14161 13827 13504 17.9000 | 13191 12887 12592 12308 12033 18.1500 | 11768 11513 11266 11030 10802 18.4000 | 10585 10376 10177 9987 9806 18.6500 | 9633 9470 9315 9172 9040 18.9000 | 8919 8810 8713 8623 8542 19.1500 | 8468 8402 8341 8284 8232 19.4000 | 8184 8139 8098 8060 8024 19.6500 | 7991 7959 7928 7900 7872 19.9000 | 7846 7821 7798 7775 7753 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.38 Name.... BASIN5 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.1500 | 7732 7711 7692 7674 7658 20.4000 | 7642 7627 7614 7601 7589 20.6500 | 7578 7568 7559 7550 7542 20.9000 | 7534 7527 7521 7514 7508 21.1500 | 7503 7497 7492 7487 7482 21.4000 | 7478 7473 7469 7465 7461 21.6500 | 7457 7454 7450 7446 7443 21.9000 | 7439 7436 7432 7429 7426 22.1500 | 7422 7419 7416 7413 7410 22.4000 | 7407 7404 7400 7397 7394 22.6500 | 7391 7388 7385 7382 7379 22.9000 | 7376 7373 7370 7367 7364 23.1500 | 7361 7358 7355 7352 7349 23.4000 | 7346 7343 7340 7337 7334 23.6500 | 7331 7328 7325 7322 7319 23.9000 | 7316 7313 7310 7305 7293 24.1500 | 7264 7214 7144 7059 6965 24.4000 | 6868 6773 6682 6595 6513 24.6500 | 6437 6366 6300 6238 6181 24.9000 | 6128 6079 6034 5992 5952 25.1500 | 5915 5880 5848 5818 5790 25.4000 | 5764 5739 5716 5694 5673 25.6500 | 5653 5634 5617 5600 5584 25.9000 | 5569 5555 5541 5529 5517 26.1500 | 5505 5494 5484 5475 5465 26.4000 | 5457 5448 5440 5432 5424 26.6500 | 5417 5409 5402 5395 5389 26.9000 | 5382 5376 5370 5364 5358 27.1500 | 5353 5347 5342 5337 5332 27.4000 | 5328 5323 5319 5314 5310 27.6500 | 5306 5302 5298 5295 5291 27.9000 | 5287 5284 5281 5278 5275 28.1500 | 5272 5269 5266 5263 5260 28.4000 | 5258 5255 5253 5251 5248 28.6500 | 5246 5244 5242 5240 5238 28.9000 | 5236 5234 5232 5231 5229 29.1500 | 5228 5226 5224 5223 5221 29.4000 | 5220 5219 5217 5216 5215 29.6500 | 5214 5213 5211 5210 5209 29.9000 | 5208 5207 5206 5205 5204 30.1500 | 5203 5203 5202 5201 5200 30.4000 | 5199 5199 5198 5197 5197 30.6500 | 5196 5195 5195 5194 5194 30.9000 | 5193 5192 5192 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.39 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | 5175 5175 5176 5177 5180 9.2000 | 5184 5190 5199 5209 5222 9.4500 | 5237 5254 5273 5295 5318 9.7000 | 5344 5372 5403 5436 5472 9.9500 | 5510 5549 5591 5636 5683 10.2000 | 5733 5785 5840 5897 5957 10.4500 | 6020 6086 6154 6225 6300 10.7000 | 6378 6459 6544 6635 6729 10.9500 | 6828 6933 7042 7157 7279 11.2000 | 7408 7548 7700 7864 8044 11.4500 | 8238 8448 8685 8974 9380 11.7000 | 10009 11021 12616 15063 18735 11.9500 | 24027 31069 39463 48378 56800 12.2000 | 63927 69470 73044 74641 75017 12.4500 | 74800 74324 73750 73163 72593 12.7000 | 72066 71578 71130 70728 70357 12.9500 | 70012 69695 69395 69098 68789 13.2000 | 68457 68096 67712 67308 66882 13.4500 | 66439 65979 65499 65006 64496 13.7000 | 63971 63434 62882 62320 61746 13.9500 | 61163 60567 59963 59349 58727 14.2000 | 58098 57461 56823 56180 55537 14.4500 | 54892 54246 53601 52955 52309 14.7000 | 51664 51017 50373 49729 49084 14.9500 | 48441 47799 47156 46515 45875 15.2000 | 45235 44597 43959 43322 42687 15.4500 | 42053 41420 40788 40158 39529 15.7000 | 38901 38276 37653 37030 36410 15.9500 | 35792 35176 34562 33950 33341 16.2000 | 32737 32135 31537 30946 30360 16.4500 | 29781 29205 28637 28075 27520 16.7000 | 26972 26429 25893 25365 24844 16.9500 | 24330 23822 23321 22828 22343 17.2000 | 21864 21393 20930 20474 20026 17.4500 | 19585 19153 18729 18313 17903 17.7000 | 17503 17111 16727 16351 15984 17.9500 | 15626 15275 14932 14600 14275 18.2000 | 13958 13651 13352 13062 12782 18.4500 | 12508 12245 11989 11742 11505 18.7000 | 11275 11055 10842 10639 10442 18.9500 | 10255 10075 9904 9740 9584 19.2000 | 9436 9296 9166 9046 8935 19.4500 | 8835 8745 8663 8587 8519 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.40 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.7000 | 8456 8398 8345 8296 8249 19.9500 | 8206 8166 8128 8093 8060 20.2000 | 8029 8001 7974 7948 7925 20.4500 | 7904 7885 7867 7851 7835 20.7000 | 7822 7809 7797 7786 7776 20.9500 | 7767 7758 7750 7742 7735 21.2000 | 7728 7722 7716 7710 7705 21.4500 | 7700 7695 7690 7685 7680 21.7000 | 7676 7672 7668 7664 7660 21.9500 | 7656 7652 7648 7644 7641 22.2000 | 7637 7633 7630 7626 7622 22.4500 | 7619 7615 7612 7608 7605 22.7000 | 7601 7598 7594 7591 7587 22.9500 | 7584 7580 7577 7573 7570 23.2000 | 7566 7563 7559 7556 7552 23.4500 | 7549 7545 7542 7539 7535 23.7000 | 7532 7528 7525 7521 7518 23.9500 | 7514 7511 7505 7491 7459 24.2000 | 7403 7325 7228 7122 7015 24.4500 | 6908 6806 6709 6619 6533 24.7000 | 6455 6382 6314 6251 6193 24.9500 | 6139 6089 6044 6000 5960 25.2000 | 5922 5887 5854 5824 5796 25.4500 | 5769 5745 5721 5698 5677 25.7000 | 5657 5638 5620 5603 5587 25.9500 | 5572 5558 5544 5531 5519 26.2000 | 5507 5497 5486 5476 5467 26.4500 | 5458 5450 5442 5434 5426 26.7000 | 5418 5411 5404 5397 5390 26.9500 | 5384 5377 5371 5365 5360 27.2000 | 5354 5349 5343 5338 5333 27.4500 | 5329 5324 5320 5315 5311 27.7000 | 5307 5303 5299 5295 5292 27.9500 | 5288 5285 5282 5278 5275 28.2000 | 5272 5269 5266 5264 5261 28.4500 | 5258 5256 5253 5251 5249 28.7000 | 5247 5244 5242 5240 5238 28.9500 | 5237 5235 5233 5231 5229 29.2000 | 5228 5226 5225 5223 5222 29.4500 | 5220 5219 5218 5216 5215 29.7000 | 5214 5213 5212 5210 5209 29.9500 | 5208 5207 5206 5206 5204 30.2000 | 5204 5203 5202 5201 5200 30.4500 | 5200 5199 5198 5197 5197 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.41 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.7000 | 5196 5195 5195 5194 5194 30.9500 | 5193 5193 5192 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.42 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.9500 | 5175 5175 5176 5177 5180 8.2000 | 5184 5190 5198 5207 5219 8.4500 | 5232 5248 5266 5286 5309 8.7000 | 5335 5362 5393 5427 5463 8.9500 | 5500 5540 5582 5625 5671 9.2000 | 5719 5768 5817 5867 5918 9.4500 | 5969 6020 6071 6121 6172 9.7000 | 6223 6275 6329 6383 6439 9.9500 | 6496 6556 6618 6682 6748 10.2000 | 6816 6887 6962 7039 7119 10.4500 | 7203 7292 7382 7476 7575 10.7000 | 7679 7786 7901 8022 8148 10.9500 | 8283 8423 8571 8728 8893 11.2000 | 9071 9266 9486 9736 10020 11.4500 | 10342 10706 11126 11653 12388 11.7000 | 13487 15187 17780 21644 27286 11.9500 | 35229 45594 57782 70479 80032 12.2000 | 84149 84596 83375 81645 79955 12.4500 | 78478 77218 76141 75211 74410 12.7000 | 73716 73113 72588 72135 71738 12.9500 | 71387 71076 70803 70549 70305 13.2000 | 70073 69853 69648 69449 69246 13.4500 | 69038 68819 68577 68311 68020 13.7000 | 67708 67375 67023 66650 66262 13.9500 | 65857 65432 64994 64540 64071 14.2000 | 63591 63098 62600 62092 61581 14.4500 | 61064 60544 60021 59493 58963 14.7000 | 58430 57895 57356 56815 56271 14.9500 | 55726 55177 54627 54073 53518 15.2000 | 52960 52400 51838 51274 50709 15.4500 | 50139 49571 48997 48424 47848 15.7000 | 47271 46693 46111 45530 44947 15.9500 | 44362 43777 43189 42600 42013 16.2000 | 41423 40836 40252 39667 39087 16.4500 | 38511 37936 37366 36801 36238 16.7000 | 35679 35126 34575 34029 33487 16.9500 | 32950 32416 31888 31364 30844 17.2000 | 30329 29819 29312 28811 28316 17.4500 | 27824 27338 26857 26381 25909 17.7000 | 25443 24983 24527 24077 23633 17.9500 | 23193 22759 22332 21909 21492 18.2000 | 21082 20677 20277 19885 19498 18.4500 | 19116 18742 18373 18010 17654 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.43 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 18.7000 | 17304 16961 16625 16294 15970 18.9500 | 15653 15342 15038 14741 14450 19.2000 | 14167 13889 13620 13356 13099 19.4500 | 12850 12607 12371 12141 11920 19.7000 | 11703 11495 11292 11097 10907 19.9500 | 10725 10549 10379 10217 10059 20.2000 | 9910 9767 9630 9501 9380 20.4500 | 9266 9163 9068 8979 8901 20.7000 | 8832 8769 8714 8663 8618 20.9500 | 8577 8540 8506 8477 8449 21.2000 | 8425 8402 8382 8364 8347 21.4500 | 8331 8316 8303 8290 8278 21.7000 | 8268 8257 8248 8239 8231 21.9500 | 8223 8215 8208 8201 8194 22.2000 | 8188 8182 8176 8170 8165 22.4500 | 8159 8154 8149 8143 8139 22.7000 | 8134 8129 8124 8119 8115 22.9500 | 8110 8105 8101 8096 8092 23.2000 | 8087 8083 8078 8074 8070 23.4500 | 8065 8061 8057 8052 8048 23.7000 | 8044 8039 8035 8031 8027 23.9500 | 8022 8018 8011 7992 7951 24.2000 | 7879 7776 7653 7516 7378 24.4500 | 7243 7113 6991 6876 6769 24.7000 | 6672 6581 6497 6420 6349 24.9500 | 6283 6222 6165 6114 6066 25.2000 | 6021 5979 5941 5904 5870 25.4500 | 5839 5810 5782 5757 5732 25.7000 | 5709 5688 5667 5648 5629 25.9500 | 5612 5595 5579 5565 5551 26.2000 | 5538 5525 5513 5502 5491 26.4500 | 5481 5472 5463 5454 5446 26.7000 | 5437 5430 5422 5414 5407 26.9500 | 5400 5393 5387 5380 5374 27.2000 | 5368 5362 5357 5351 5346 27.4500 | 5341 5336 5331 5326 5322 27.7000 | 5317 5313 5309 5305 5301 27.9500 | 5297 5293 5290 5287 5283 28.2000 | 5280 5277 5274 5271 5268 28.4500 | 5265 5262 5260 5257 5255 28.7000 | 5252 5250 5248 5246 5243 28.9500 | 5241 5239 5237 5236 5234 29.2000 | 5232 5230 5229 5227 5225 29.4500 | 5224 5222 5221 5220 5218 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.44 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 29.7000 | 5217 5216 5215 5213 5212 29.9500 | 5211 5210 5209 5208 5207 30.2000 | 5206 5205 5204 5203 5202 30.4500 | 5202 5201 5200 5199 5199 30.7000 | 5198 5197 5196 5196 5195 30.9500 | 5194 5194 5193 5193 5192 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.45 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6500 | 0 0 0 0 0 3.9000 | 0 19 28 47 76 4.1500 | 104 142 179 236 293 4.4000 | 359 425 500 595 680 4.6500 | 784 888 1011 1133 1256 4.9000 | 1398 1540 1691 1851 2022 5.1500 | 2201 2390 2579 2787 2995 5.4000 | 3222 3449 3686 3932 4187 5.6500 | 4452 4726 5010 5294 5597 5.9000 | 5910 6222 6544 6876 7217 6.1500 | 7568 7928 8288 8667 9047 6.4000 | 9436 9834 10242 10660 11078 6.6500 | 11505 11942 12388 12844 13301 6.9000 | 13766 14242 14727 15212 15707 7.1500 | 16202 16697 17192 17687 18182 7.4000 | 18688 19183 19679 20184 20680 7.6500 | 21186 21682 22188 22694 23200 7.9000 | 23707 24213 24720 25226 25743 8.1500 | 26250 26776 27293 27829 28365 8.4000 | 28921 29495 30080 30674 31297 8.6500 | 31931 32573 33236 33917 34609 8.9000 | 35320 36041 36781 37541 38320 9.1500 | 39109 39908 40718 41537 42356 9.4000 | 43176 43986 44797 45608 46400 9.6500 | 47192 47976 48749 49523 50307 9.9000 | 51111 51924 52767 53630 54512 10.1500 | 55434 56395 57385 58415 59494 10.4000 | 60612 61780 62997 64264 65570 10.6500 | 66926 68331 69806 71341 72945 10.9000 | 74629 76402 78256 80189 82203 11.1500 | 84318 86542 88898 91404 94090 11.4000 | 96969 100039 103343 106959 111090 11.6500 | 116097 122638 131652 144474 162516 11.9000 | 187275 220204 262157 312944 370397 12.1500 | 430305 487941 539526 583186 618333 12.4000 | 645180 664600 677720 685594 689225 12.6500 | 689393 686744 681775 674887 666448 12.9000 | 656788 646153 634729 622674 610148 13.1500 | 597237 584016 570581 556980 543240 13.4000 | 529430 515587 501746 487918 474138 13.6500 | 460452 446835 433322 419923 406670 13.9000 | 393531 380547 367728 355064 342562 14.1500 | 330235 318105 306144 294413 282889 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.46 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.4000 | 271570 260507 249675 239272 229545 14.6500 | 220529 212214 204470 197291 190619 14.9000 | 184399 178608 173190 168122 163393 15.1500 | 158948 154767 150847 147156 143685 15.4000 | 140390 137272 134329 131541 128908 15.6500 | 126388 123991 121697 119515 117436 15.9000 | 115438 113542 111718 109954 108252 16.1500 | 106621 105051 103531 102082 100684 16.4000 | 99336 98058 96820 95643 94515 16.6500 | 93428 92381 91374 90407 89479 16.9000 | 88592 87734 86907 86109 85341 17.1500 | 84603 83895 83206 82547 81899 17.4000 | 81280 80680 80101 79531 78992 17.6500 | 78452 77932 77412 76912 76422 17.9000 | 75942 75481 75021 74560 74120 18.1500 | 73689 73258 72837 72427 72016 18.4000 | 71615 71224 70832 70451 70070 18.6500 | 69699 69328 68956 68595 68243 18.9000 | 67882 67531 67189 66848 66506 19.1500 | 66165 65823 65492 65160 64839 19.4000 | 64507 64186 63864 63543 63221 19.6500 | 62910 62588 62267 61955 61634 19.9000 | 61313 61002 60681 60360 60039 20.1500 | 59718 59407 59086 58775 58473 20.4000 | 58172 57871 57589 57308 57036 20.6500 | 56773 56511 56259 56016 55783 20.9000 | 55560 55337 55123 54920 54716 21.1500 | 54522 54328 54144 53969 53795 21.4000 | 53620 53455 53300 53145 52990 21.6500 | 52845 52699 52564 52428 52292 21.9000 | 52157 52031 51905 51789 51663 22.1500 | 51546 51440 51324 51217 51101 22.4000 | 50994 50898 50791 50694 50597 22.6500 | 50491 50404 50307 50210 50123 22.9000 | 50026 49939 49852 49765 49678 23.1500 | 49591 49513 49426 49339 49262 23.4000 | 49184 49097 49020 48943 48865 23.6500 | 48788 48710 48633 48556 48488 23.9000 | 48411 48333 48256 48169 48063 24.1500 | 47879 47608 47212 46680 46033 24.4000 | 45280 44449 43552 42616 41662 24.6500 | 40708 39745 38801 37877 36964 24.9000 | 36079 35214 34378 33572 32784 25.1500 | 32026 31297 30588 29888 29217 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.47 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.4000 | 28566 27925 27302 26709 26125 25.6500 | 25561 25007 24481 23955 23458 25.9000 | 22971 22503 22045 21596 21167 26.1500 | 20747 20337 19946 19564 19193 26.4000 | 18830 18487 18144 17820 17497 26.6500 | 17192 16887 16592 16316 16040 26.9000 | 15773 15516 15259 15012 14765 27.1500 | 14518 14280 14042 13814 13586 27.4000 | 13367 13148 12930 12721 12512 27.6500 | 12303 12103 11904 11714 11514 27.9000 | 11324 11144 10964 10783 10603 28.1500 | 10432 10261 10090 9929 9758 28.4000 | 9597 9445 9293 9142 8990 28.6500 | 8838 8696 8554 8411 8279 28.9000 | 8137 8004 7871 7748 7615 29.1500 | 7492 7369 7246 7132 7018 29.4000 | 6895 6791 6677 6563 6459 29.6500 | 6355 6251 6147 6042 5948 29.9000 | 5853 5749 5654 5569 5474 30.1500 | 5389 5294 5209 5124 5039 30.4000 | 4963 4878 4793 4717 4641 30.6500 | 4566 4490 4414 4348 4272 30.9000 | 4206 4130 4064 3998 3932 31.1500 | 3875 3809 3742 3686 3619 31.4000 | 3563 3506 3449 3392 3336 31.6500 | 3279 3232 3175 3128 3071 31.9000 | 3024 2976 2920 2872 2825 32.1500 | 2778 2740 2693 2645 2608 32.4000 | 2560 2523 2475 2437 2400 32.6500 | 2362 2324 2286 2248 2211 32.9000 | 2173 2135 2097 2069 2031 33.1500 | 2003 1965 1936 1908 1870 33.4000 | 1842 1814 1785 1757 1729 33.6500 | 1700 1672 1644 1615 1587 33.9000 | 1558 1540 1511 1483 1464 34.1500 | 1436 1417 1388 1370 1351 34.4000 | 1322 1303 1284 1256 1237 34.6500 | 1218 1199 1181 1162 1143 34.9000 | 1124 1105 1086 1067 1048 35.1500 | 1029 1020 1001 982 963 35.4000 | 954 935 926 907 888 35.6500 | 878 859 850 831 822 35.9000 | 803 793 784 765 755 36.1500 | 746 727 718 708 699 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.48 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 36.4000 | 680 670 661 652 642 36.6500 | 633 623 614 604 585 36.9000 | 576 567 557 548 548 37.1500 | 538 529 519 510 500 37.4000 | 491 482 472 472 463 37.6500 | 453 444 434 434 425 37.9000 | 415 406 406 397 387 38.1500 | 387 378 368 368 359 38.4000 | 349 349 340 340 330 38.6500 | 330 321 312 312 302 38.9000 | 302 293 293 283 283 39.1500 | 274 274 264 264 255 39.4000 | 255 255 245 245 236 39.6500 | 236 227 227 227 217 39.9000 | 217 208 208 208 198 40.1500 | 198 198 189 189 189 40.4000 | 179 179 179 170 170 40.6500 | 170 170 161 161 161 40.9000 | 151 151 151 151 142 41.1500 | 142 142 142 132 132 41.4000 | 132 132 123 123 123 41.6500 | 123 123 113 113 113 41.9000 | 113 113 104 104 104 42.1500 | 104 104 104 94 94 42.4000 | 94 94 94 94 85 42.6500 | 85 85 85 85 85 42.9000 | 76 76 76 76 76 43.1500 | 76 76 76 66 66 43.4000 | 66 66 66 66 66 43.6500 | 66 66 57 57 57 43.9000 | 57 57 57 57 57 44.1500 | 57 57 47 47 47 44.4000 | 47 47 47 47 47 44.6500 | 47 47 47 47 38 44.9000 | 38 38 38 38 38 45.1500 | 38 38 38 38 38 45.4000 | 38 38 38 38 28 45.6500 | 28 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.49 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | 0 0 0 0 0 3.6500 | 19 28 47 76 104 3.9000 | 142 189 245 302 378 4.1500 | 453 538 633 727 840 4.4000 | 954 1086 1218 1360 1511 4.6500 | 1672 1833 2012 2201 2390 4.9000 | 2598 2816 3043 3270 3515 5.1500 | 3771 4036 4310 4594 4887 5.4000 | 5181 5493 5815 6147 6488 5.6500 | 6838 7198 7568 7947 8326 5.9000 | 8724 9132 9550 9967 10404 6.1500 | 10840 11296 11752 12217 12692 6.4000 | 13177 13671 14175 14679 15202 6.6500 | 15726 16249 16773 17297 17820 6.9000 | 18354 18888 19412 19946 20480 7.1500 | 21014 21558 22093 22627 23172 7.4000 | 23716 24261 24806 25351 25896 7.6500 | 26451 26996 27551 28106 28662 7.9000 | 29217 29773 30339 30895 31461 8.1500 | 32017 32573 33130 33696 34273 8.4000 | 34859 35454 36069 36704 37348 8.6500 | 38012 38695 39408 40130 40872 8.9000 | 41643 42424 43234 44063 44903 9.1500 | 45772 46651 47540 48420 49310 9.4000 | 50191 51062 51924 52767 53610 9.6500 | 54435 55250 56074 56900 57725 9.9000 | 58580 59455 60350 61284 62247 10.1500 | 63250 64273 65346 66448 67599 10.4000 | 68800 70060 71360 72720 74139 10.6500 | 75618 77157 78776 80445 82193 10.9000 | 84022 85942 87951 90061 92263 11.1500 | 94585 97018 99583 102320 105249 11.4000 | 108402 111778 115398 119355 123881 11.6500 | 129410 136637 146640 160864 180890 11.9000 | 208381 244880 292104 349937 415168 12.1500 | 483148 548568 607255 657133 697529 12.4000 | 728696 751577 767434 777457 782729 12.6500 | 784140 782398 778045 771555 763281 12.9000 | 753635 742858 731190 718771 705802 13.1500 | 692367 678569 664481 650167 635676 13.4000 | 621069 606385 591658 576925 562210 13.6500 | 547525 532916 518382 503923 489574 13.9000 | 475344 461245 447276 433434 419754 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.50 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.1500 | 406234 392873 379680 366688 353894 14.4000 | 341287 328921 316776 304853 293172 14.6500 | 281751 270555 259613 248923 238671 14.9000 | 229125 220278 212100 204501 197456 15.1500 | 190887 184781 179091 173754 168767 15.4000 | 164107 159733 155600 151719 148068 15.6500 | 144636 141370 138280 135357 132578 15.9000 | 129943 127442 125044 122749 120566 16.1500 | 118475 116467 114560 112734 110990 16.4000 | 109317 107715 106184 104723 103323 16.6500 | 101993 100723 99504 98345 97236 16.9000 | 96177 95158 94189 93241 92342 17.1500 | 91463 90624 89815 89036 88286 17.4000 | 87557 86848 86168 85508 84869 17.6500 | 84249 83649 83068 82498 81948 17.9000 | 81407 80887 80376 79875 79394 18.1500 | 78913 78442 77981 77530 77079 18.4000 | 76638 76206 75775 75354 74942 18.6500 | 74531 74120 73718 73317 72926 18.9000 | 72534 72153 71761 71390 71008 19.1500 | 70637 70266 69904 69533 69171 19.4000 | 68810 68458 68097 67746 67394 19.6500 | 67043 66701 66350 66009 65667 19.9000 | 65326 64985 64644 64303 63971 20.1500 | 63630 63299 62978 62647 62325 20.4000 | 62014 61702 61401 61099 60817 20.6500 | 60535 60262 60000 59747 59494 20.9000 | 59251 59018 58794 58571 58357 21.1500 | 58153 57949 57754 57560 57376 21.4000 | 57201 57026 56851 56686 56521 21.6500 | 56366 56210 56065 55919 55774 21.9000 | 55638 55492 55366 55230 55104 22.1500 | 54978 54852 54735 54609 54493 22.4000 | 54386 54270 54153 54047 53940 22.6500 | 53833 53736 53630 53523 53426 22.9000 | 53329 53232 53135 53038 52951 23.1500 | 52854 52757 52670 52583 52496 23.4000 | 52399 52312 52224 52147 52060 23.6500 | 51973 51885 51808 51721 51643 23.9000 | 51556 51479 51391 51295 51169 24.1500 | 50975 50675 50239 49659 48952 24.4000 | 48140 47241 46275 45260 44227 24.6500 | 43185 42144 41113 40111 39119 24.9000 | 38156 37214 36310 35425 34570 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.51 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.1500 | 33744 32948 32180 31441 30722 25.4000 | 30022 29342 28681 28039 27417 25.6500 | 26814 26231 25657 25112 24576 25.9000 | 24051 23544 23057 22580 22121 26.1500 | 21673 21243 20823 20413 20022 26.4000 | 19631 19259 18897 18545 18211 26.6500 | 17878 17554 17239 16944 16649 26.9000 | 16363 16087 15821 15564 15307 27.1500 | 15050 14803 14565 14327 14090 27.4000 | 13861 13633 13405 13186 12968 27.6500 | 12759 12550 12341 12141 11942 27.9000 | 11742 11552 11362 11173 10992 28.1500 | 10812 10631 10461 10290 10119 28.4000 | 9958 9787 9635 9474 9322 28.6500 | 9161 9018 8867 8724 8582 28.9000 | 8440 8298 8165 8032 7900 29.1500 | 7767 7644 7520 7397 7274 29.4000 | 7151 7037 6923 6810 6696 29.6500 | 6582 6478 6374 6270 6166 29.9000 | 6061 5967 5863 5768 5673 30.1500 | 5578 5493 5399 5313 5228 30.4000 | 5143 5058 4973 4887 4812 30.6500 | 4736 4651 4575 4509 4433 30.9000 | 4357 4291 4215 4149 4083 31.1500 | 4017 3951 3884 3818 3752 31.4000 | 3695 3638 3572 3515 3459 31.6500 | 3402 3345 3288 3241 3184 31.9000 | 3137 3080 3033 2986 2929 32.1500 | 2882 2835 2787 2749 2702 32.4000 | 2655 2617 2570 2532 2485 32.6500 | 2447 2409 2362 2324 2286 32.9000 | 2248 2211 2182 2144 2107 33.1500 | 2069 2040 2003 1974 1936 33.4000 | 1908 1880 1851 1814 1785 33.6500 | 1757 1729 1700 1672 1644 33.9000 | 1615 1596 1568 1540 1511 34.1500 | 1492 1464 1445 1417 1398 34.4000 | 1370 1351 1332 1303 1284 34.6500 | 1266 1247 1218 1199 1181 34.9000 | 1162 1143 1124 1105 1086 35.1500 | 1067 1058 1039 1020 1001 35.4000 | 992 973 954 935 926 35.6500 | 907 897 878 869 850 35.9000 | 840 822 812 793 784 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.52 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 36.1500 | 774 755 746 737 718 36.4000 | 708 699 689 680 661 36.6500 | 652 642 633 623 614 36.9000 | 604 595 585 576 567 37.1500 | 557 548 538 529 519 37.4000 | 510 500 491 482 482 37.6500 | 472 463 453 444 444 37.9000 | 434 425 415 415 406 38.1500 | 397 387 387 378 368 38.4000 | 368 359 359 349 340 38.6500 | 340 330 330 321 312 38.9000 | 312 302 302 293 293 39.1500 | 283 283 274 274 264 39.4000 | 264 255 255 255 245 39.6500 | 245 236 236 227 227 39.9000 | 227 217 217 217 208 40.1500 | 208 198 198 198 189 40.4000 | 189 189 179 179 179 40.6500 | 170 170 170 170 161 40.9000 | 161 161 151 151 151 41.1500 | 151 142 142 142 142 41.4000 | 132 132 132 132 132 41.6500 | 123 123 123 123 113 41.9000 | 113 113 113 113 104 42.1500 | 104 104 104 104 104 42.4000 | 94 94 94 94 94 42.6500 | 94 85 85 85 85 42.9000 | 85 85 85 76 76 43.1500 | 76 76 76 76 76 43.4000 | 66 66 66 66 66 43.6500 | 66 66 66 66 57 43.9000 | 57 57 57 57 57 44.1500 | 57 57 57 57 47 44.4000 | 47 47 47 47 47 44.6500 | 47 47 47 47 47 44.9000 | 47 38 38 38 38 45.1500 | 38 38 38 38 38 45.4000 | 38 38 38 38 38 45.6500 | 38 28 28 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.53 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8000 | 0 0 0 0 0 3.0500 | 0 28 47 66 104 3.3000 | 151 198 264 340 425 3.5500 | 529 633 746 878 1020 3.8000 | 1171 1332 1502 1681 1880 4.0500 | 2078 2296 2523 2768 3014 4.3000 | 3279 3553 3837 4140 4452 4.5500 | 4774 5115 5455 5815 6194 4.8000 | 6573 6971 7378 7805 8231 5.0500 | 8677 9132 9607 10081 10574 5.3000 | 11078 11590 12113 12654 13205 5.5500 | 13757 14327 14917 15507 16097 5.8000 | 16697 17297 17906 18506 19116 6.0500 | 19727 20346 20967 21587 22207 6.3000 | 22828 23458 24089 24729 25360 6.5500 | 26001 26652 27293 27944 28595 6.8000 | 29246 29898 30559 31221 31873 7.0500 | 32525 33178 33831 34474 35118 7.3000 | 35752 36396 37031 37666 38301 7.5500 | 38936 39562 40188 40814 41440 7.8000 | 42067 42694 43311 43938 44556 8.0500 | 45174 45801 46419 47048 47666 8.3000 | 48304 48952 49610 50288 50985 8.5500 | 51701 52447 53213 54008 54823 8.8000 | 55667 56540 57444 58366 59309 9.0500 | 60282 61284 62306 63338 64371 9.3000 | 65414 66448 67472 68488 69484 9.5500 | 70461 71419 72368 73307 74237 9.8000 | 75168 76118 77098 78099 79129 10.0500 | 80199 81299 82449 83639 84878 10.3000 | 86178 87537 88967 90456 92016 10.5500 | 93646 95346 97107 98939 100862 10.8000 | 102866 104971 107188 109516 111947 11.0500 | 114480 117146 119936 122879 126007 11.3000 | 129330 132890 136707 140814 145233 11.5500 | 150066 155611 162434 171407 183895 11.8000 | 201708 226847 261731 309617 372414 12.0500 | 448632 534221 623252 709088 786436 12.3000 | 852682 906962 949609 981810 1005124 12.5500 | 1021064 1030956 1035955 1036933 1034562 12.8000 | 1029408 1021999 1012750 1002033 990092 13.0500 | 977181 963449 949072 934171 918801 13.3000 | 903057 887032 870780 854317 837720 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.54 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 13.5500 | 821040 804281 787504 770711 753903 13.8000 | 737129 720401 703732 687128 670612 14.0500 | 654172 637819 621577 605456 589468 14.3000 | 573624 557933 542418 527077 511944 14.5500 | 497017 482282 467760 453462 439396 14.8000 | 425549 411908 398504 385337 372403 15.0500 | 359678 347205 334960 322928 311150 15.3000 | 299622 288300 277223 266390 255775 15.5500 | 245440 235583 226480 218029 210213 15.8000 | 202933 196172 189855 183967 178474 16.0500 | 173303 168460 163924 159661 155631 16.3000 | 151851 148291 144949 141784 138795 16.5500 | 135981 133332 130837 128486 126257 16.8000 | 124141 122138 120246 118445 116737 17.0500 | 115119 113582 112126 110741 109407 17.3000 | 108133 106909 105746 104633 103561 17.5500 | 102539 101546 100604 99692 98820 17.8000 | 97979 97167 96375 95623 94891 18.0500 | 94169 93478 92796 92134 91492 18.3000 | 90871 90259 89657 89065 88493 18.5500 | 87932 87390 86848 86316 85794 18.8000 | 85282 84780 84288 83806 83324 19.0500 | 82852 82380 81928 81466 81014 19.3000 | 80572 80130 79698 79266 78844 19.5500 | 78413 77991 77569 77147 76726 19.8000 | 76304 75883 75471 75060 74639 20.0500 | 74227 73816 73405 73004 72593 20.3000 | 72202 71810 71429 71057 70696 20.5500 | 70344 70002 69679 69357 69044 20.8000 | 68751 68468 68185 67921 67658 21.0500 | 67414 67170 66936 66711 66487 21.3000 | 66282 66077 65872 65677 65492 21.5500 | 65316 65131 64965 64800 64634 21.8000 | 64478 64322 64176 64020 63884 22.0500 | 63737 63601 63474 63338 63211 22.3000 | 63085 62958 62841 62715 62598 22.5500 | 62481 62364 62247 62140 62023 22.8000 | 61907 61800 61693 61585 61478 23.0500 | 61371 61264 61157 61050 60943 23.3000 | 60846 60739 60642 60535 60437 23.5500 | 60340 60233 60136 60039 59941 23.8000 | 59844 59747 59650 59552 59455 24.0500 | 59338 59183 58950 58571 58036 24.3000 | 57317 56443 55434 54318 53126 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.55 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.5500 | 51885 50626 49368 48121 46893 24.8000 | 45685 44498 43340 42211 41113 25.0500 | 40053 39032 38041 37079 36156 25.3000 | 35262 34407 33581 32784 32017 25.5500 | 31278 30559 29859 29179 28528 25.8000 | 27886 27274 26671 26087 25523 26.0500 | 24978 24443 23927 23430 22943 26.3000 | 22475 22016 21568 21138 20719 26.5500 | 20318 19927 19545 19174 18811 26.8000 | 18468 18125 17801 17478 17173 27.0500 | 16868 16582 16297 16021 15754 27.3000 | 15497 15240 14993 14746 14508 27.5500 | 14270 14033 13804 13576 13348 27.8000 | 13129 12920 12702 12493 12293 28.0500 | 12094 11894 11695 11505 11315 28.3000 | 11135 10945 10764 10593 10423 28.5500 | 10252 10081 9910 9749 9588 28.8000 | 9436 9284 9132 8980 8829 29.0500 | 8686 8544 8402 8269 8127 29.3000 | 7994 7862 7738 7615 7482 29.5500 | 7359 7246 7122 7009 6895 29.8000 | 6781 6668 6563 6450 6346 30.0500 | 6241 6137 6042 5938 5844 30.3000 | 5749 5654 5559 5465 5380 30.5500 | 5294 5209 5124 5039 4954 30.8000 | 4868 4793 4717 4641 4556 31.0500 | 4490 4414 4338 4272 4197 31.3000 | 4130 4064 3998 3932 3865 31.5500 | 3799 3742 3676 3619 3563 31.8000 | 3506 3449 3392 3336 3279 32.0500 | 3222 3175 3118 3071 3014 32.3000 | 2967 2920 2872 2825 2778 32.5500 | 2731 2693 2645 2598 2560 32.8000 | 2513 2475 2437 2400 2352 33.0500 | 2315 2277 2239 2211 2173 33.3000 | 2135 2097 2069 2031 2003 33.5500 | 1965 1936 1899 1870 1842 33.8000 | 1814 1776 1747 1719 1691 34.0500 | 1662 1644 1615 1587 1558 34.3000 | 1530 1511 1483 1464 1436 34.5500 | 1417 1388 1370 1341 1322 34.8000 | 1303 1284 1256 1237 1218 35.0500 | 1199 1181 1162 1143 1124 35.3000 | 1105 1086 1067 1048 1029 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 13.56 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TIME vs. VOLUME (cu.ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 35.5500 | 1020 1001 982 963 954 35.8000 | 935 916 907 888 878 36.0500 | 859 850 831 822 803 36.3000 | 793 784 765 755 746 36.5500 | 727 718 708 699 680 36.8000 | 670 661 652 642 633 37.0500 | 623 614 595 585 576 37.3000 | 567 557 548 538 538 37.5500 | 529 519 510 500 491 37.8000 | 482 472 472 463 453 38.0500 | 444 434 434 425 415 38.3000 | 406 406 397 387 387 38.5500 | 378 368 368 359 349 38.8000 | 349 340 340 330 321 39.0500 | 321 312 312 302 302 39.3000 | 293 293 283 283 274 39.5500 | 274 264 264 255 255 39.8000 | 245 245 245 236 236 40.0500 | 227 227 227 217 217 40.3000 | 208 208 208 198 198 40.5500 | 198 189 189 189 179 40.8000 | 179 179 170 170 170 41.0500 | 170 161 161 161 151 41.3000 | 151 151 151 142 142 41.5500 | 142 142 132 132 132 41.8000 | 132 123 123 123 123 42.0500 | 123 113 113 113 113 42.3000 | 113 104 104 104 104 42.5500 | 104 104 94 94 94 42.8000 | 94 94 94 85 85 43.0500 | 85 85 85 85 76 43.3000 | 76 76 76 76 76 43.5500 | 76 76 66 66 66 43.8000 | 66 66 66 66 66 44.0500 | 66 57 57 57 57 44.3000 | 57 57 57 57 57 44.5500 | 57 47 47 47 47 44.8000 | 47 47 47 47 47 45.0500 | 47 47 47 38 38 45.3000 | 38 38 38 38 38 45.5500 | 38 38 38 38 38 45.8000 | 38 38 38 28 28 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Vol: Elev-Area Page 14.01 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) ------------------------------------------------------------------------ 573.50 ----- 5 0 0 0 574.00 ----- 357 404 67 67 576.00 ----- 9270 11446 7631 7698 578.00 ----- 12139 32017 21345 29043 580.00 ----- 15415 41233 27489 56532 582.00 ----- 19011 51545 34363 90895 583.00 ----- 20895 59837 19946 110840 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Area1 + Area2 + sq.rt.(Area1*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Area1,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Vol: Elev-Area Page 14.02 Name.... BASIN3A File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) ------------------------------------------------------------------------ 565.00 ----- 5 0 0 0 566.00 ----- 5433 5603 1868 1868 568.00 ----- 23510 40245 26830 28697 570.00 ----- 37034 90051 60034 88732 572.00 ----- 63604 149172 99448 188179 574.00 ----- 75965 209079 139386 327565 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Area1 + Area2 + sq.rt.(Area1*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Area1,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Vol: Elev-Area Page 14.03 Name.... BASIN3B File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) ------------------------------------------------------------------------ 563.50 ----- 5 0 0 0 564.00 ----- 2100 2207 368 368 566.00 ----- 7659 13769 9180 9548 568.00 ----- 10448 27052 18035 27583 570.00 ----- 14963 37914 25276 52859 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Area1 + Area2 + sq.rt.(Area1*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Area1,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Vol: Elev-Area Page 14.04 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) ------------------------------------------------------------------------ 579.00 ----- 5 0 0 0 580.00 ----- 1737 1835 612 612 582.00 ----- 5151 9879 6586 7198 584.00 ----- 9294 21364 14243 21441 586.00 ----- 14466 35355 23570 45011 588.00 ----- 20238 51814 34543 79554 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Area1 + Area2 + sq.rt.(Area1*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Area1,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Vol: Elev-Area Page 14.05 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) ------------------------------------------------------------------------ 546.00 ----- 1175 0 0 0 548.00 ----- 2289 5104 3403 3403 550.00 ----- 3825 9073 6049 9451 552.00 ----- 5613 14072 9381 18832 554.00 ----- 7657 19826 13217 32050 556.00 ----- 9967 26360 17573 49623 558.00 ----- 12523 33662 22441 72064 560.00 ----- 15541 42015 28010 100074 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Area1 + Area2 + sq.rt.(Area1*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Area1,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Vol: Elev-Area Page 14.06 Name.... POND1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) ------------------------------------------------------------------------ 600.00 ----- 154693 0 0 0 602.00 ----- 179758 501206 334138 334138 604.00 ----- 197427 565570 377047 711184 606.00 ----- 217787 622571 415048 1126232 606.50 ----- 221570 659027 109838 1236070 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Area1 + Area2 + sq.rt.(Area1*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Area1,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.01 Name.... Outlet 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 600.00 ft Increment = .10 ft Max. Elev.= 606.50 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Inlet Box OF ---> TW 600.000 606.500 TW SETUP, DS Channel S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.02 Name.... Outlet 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = OF Structure Type = Inlet Box ------------------------------------ # of Openings = 1 Invert Elev. = 600.00 ft Orifice Area = 14.0000 sq.ft Orifice Coeff. = .600 Weir Length = 15.00 ft Weir Coeff. = 3.000 K, Submerged = .000 K, Reverse = 1.000 Kb,Barrel = .000000 (per ft of full flow) Barrel Length = .00 ft Mannings n = .0000 Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.03 Name.... Outlet 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 600.00 .00 Free Outfall Weir: H =.00 600.10 1.42 Free Outfall Weir: H =.10 600.20 4.03 Free Outfall Weir: H =.20 600.30 7.39 Free Outfall Weir: H =.30 600.40 11.39 Free Outfall Weir: H =.40 600.50 15.91 Free Outfall Weir: H =.50 600.60 20.91 Free Outfall Weir: H =.60 600.70 26.36 Free Outfall Weir: H =.70 600.80 32.20 Free Outfall Weir: H =.80 600.90 38.42 Free Outfall Weir: H =.90 601.00 45.00 Free Outfall Weir: H =1.00 601.10 51.91 Free Outfall Weir: H =1.10 601.20 59.15 Free Outfall Weir: H =1.20 601.30 66.70 Free Outfall Weir: H =1.30 601.40 74.54 Free Outfall Weir: H =1.40 601.50 82.53 Free Outfall Orifice: H =1.50 601.60 85.23 Free Outfall Orifice: H =1.60 601.70 87.86 Free Outfall Orifice: H =1.70 601.80 90.40 Free Outfall Orifice: H =1.80 601.90 92.88 Free Outfall Orifice: H =1.90 602.00 95.29 Free Outfall Orifice: H =2.00 602.10 97.65 Free Outfall Orifice: H =2.10 602.20 99.94 Free Outfall Orifice: H =2.20 602.30 102.19 Free Outfall Orifice: H =2.30 602.40 104.39 Free Outfall Orifice: H =2.40 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.04 Name.... Outlet 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 602.50 106.54 Free Outfall Orifice: H =2.50 602.60 108.65 Free Outfall Orifice: H =2.60 602.70 110.72 Free Outfall Orifice: H =2.70 602.80 112.75 Free Outfall Orifice: H =2.80 602.90 114.75 Free Outfall Orifice: H =2.90 603.00 116.71 Free Outfall Orifice: H =3.00 603.10 118.64 Free Outfall Orifice: H =3.10 603.20 120.54 Free Outfall Orifice: H =3.20 603.30 122.41 Free Outfall Orifice: H =3.30 603.40 124.25 Free Outfall Orifice: H =3.40 603.50 126.06 Free Outfall Orifice: H =3.50 603.60 127.85 Free Outfall Orifice: H =3.60 603.70 129.61 Free Outfall Orifice: H =3.70 603.80 131.35 Free Outfall Orifice: H =3.80 603.90 133.07 Free Outfall Orifice: H =3.90 604.00 134.76 Free Outfall Orifice: H =4.00 604.10 136.44 Free Outfall Orifice: H =4.10 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.05 Name.... Outlet 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 604.20 138.09 Free Outfall Orifice: H =4.20 604.30 139.73 Free Outfall Orifice: H =4.30 604.40 141.34 Free Outfall Orifice: H =4.40 604.50 142.94 Free Outfall Orifice: H =4.50 604.60 144.52 Free Outfall Orifice: H =4.60 604.70 146.08 Free Outfall Orifice: H =4.70 604.80 147.63 Free Outfall Orifice: H =4.80 604.90 149.16 Free Outfall Orifice: H =4.90 605.00 150.67 Free Outfall Orifice: H =5.00 605.10 152.17 Free Outfall Orifice: H =5.10 605.20 153.66 Free Outfall Orifice: H =5.20 605.30 155.13 Free Outfall Orifice: H =5.30 605.40 156.58 Free Outfall Orifice: H =5.40 605.50 158.03 Free Outfall Orifice: H =5.50 605.60 159.46 Free Outfall Orifice: H =5.60 605.70 160.87 Free Outfall Orifice: H =5.70 605.80 162.28 Free Outfall Orifice: H =5.80 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.06 Name.... Outlet 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 605.90 163.67 Free Outfall Orifice: H =5.90 606.00 165.05 Free Outfall Orifice: H =6.00 606.10 166.42 Free Outfall Orifice: H =6.10 606.20 167.78 Free Outfall Orifice: H =6.20 606.30 169.13 Free Outfall Orifice: H =6.30 606.40 170.47 Free Outfall Orifice: H =6.40 606.50 171.79 Free Outfall Orifice: H =6.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.07 Name.... Outlet 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 600.00 .00 Free Outfall OF 600.10 1.42 Free Outfall OF 600.20 4.03 Free Outfall OF 600.30 7.39 Free Outfall OF 600.40 11.39 Free Outfall OF 600.50 15.91 Free Outfall OF 600.60 20.91 Free Outfall OF 600.70 26.36 Free Outfall OF 600.80 32.20 Free Outfall OF 600.90 38.42 Free Outfall OF 601.00 45.00 Free Outfall OF 601.10 51.91 Free Outfall OF 601.20 59.15 Free Outfall OF 601.30 66.70 Free Outfall OF 601.40 74.54 Free Outfall OF 601.50 82.53 Free Outfall OF 601.60 85.23 Free Outfall OF 601.70 87.86 Free Outfall OF 601.80 90.40 Free Outfall OF 601.90 92.88 Free Outfall OF 602.00 95.29 Free Outfall OF 602.10 97.65 Free Outfall OF 602.20 99.94 Free Outfall OF 602.30 102.19 Free Outfall OF 602.40 104.39 Free Outfall OF 602.50 106.54 Free Outfall OF 602.60 108.65 Free Outfall OF 602.70 110.72 Free Outfall OF 602.80 112.75 Free Outfall OF 602.90 114.75 Free Outfall OF 603.00 116.71 Free Outfall OF 603.10 118.64 Free Outfall OF 603.20 120.54 Free Outfall OF 603.30 122.41 Free Outfall OF 603.40 124.25 Free Outfall OF 603.50 126.06 Free Outfall OF 603.60 127.85 Free Outfall OF 603.70 129.61 Free Outfall OF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.08 Name.... Outlet 1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 603.80 131.35 Free Outfall OF 603.90 133.07 Free Outfall OF 604.00 134.76 Free Outfall OF 604.10 136.44 Free Outfall OF 604.20 138.09 Free Outfall OF 604.30 139.73 Free Outfall OF 604.40 141.34 Free Outfall OF 604.50 142.94 Free Outfall OF 604.60 144.52 Free Outfall OF 604.70 146.08 Free Outfall OF 604.80 147.63 Free Outfall OF 604.90 149.16 Free Outfall OF 605.00 150.67 Free Outfall OF 605.10 152.17 Free Outfall OF 605.20 153.66 Free Outfall OF 605.30 155.13 Free Outfall OF 605.40 156.58 Free Outfall OF 605.50 158.03 Free Outfall OF 605.60 159.46 Free Outfall OF 605.70 160.87 Free Outfall OF 605.80 162.28 Free Outfall OF 605.90 163.67 Free Outfall OF 606.00 165.05 Free Outfall OF 606.10 166.42 Free Outfall OF 606.20 167.78 Free Outfall OF 606.30 169.13 Free Outfall OF 606.40 170.47 Free Outfall OF 606.50 171.79 Free Outfall OF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.09 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 573.50 ft Increment = .10 ft Max. Elev.= 583.00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Inlet Box OF ---> TW 581.500 583.000 Culvert-Circular LF ---> TW 573.500 583.000 TW SETUP, DS Channel S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.10 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = OF Structure Type = Inlet Box ------------------------------------ # of Openings = 1 Invert Elev. = 581.50 ft Orifice Area = 64.0000 sq.ft Orifice Coeff. = .600 Weir Length = 32.00 ft Weir Coeff. = 3.000 K, Submerged = .000 K, Reverse = 1.000 Kb,Barrel = .000000 (per ft of full flow) Barrel Length = .00 ft Mannings n = .0000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.11 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = LF Structure Type = Culvert-Circular ------------------------------------ No. Barrels = 1 Barrel Diameter = 21.00 in Upstream Invert = 573.50 ft Dnstream Invert = 573.40 ft Horiz. Length = 10.00 ft Barrel Length = 10.00 ft Barrel Slope = .01000 ft/ft OUTLET CONTROL DATA... Mannings n = .0130 Ke = .7000 (forward entrance loss) Kb = .014830 (per ft of full flow) Kr = .7000 (reverse entrance loss) HW Convergence = .001 +/- ft INLET CONTROL DATA... Equation form = 1 Inlet Control K = .0045 Inlet Control M = 2.0000 Inlet Control c = .03170 Inlet Control Y = .6900 T1 ratio (HW/D) = 1.090 T2 ratio (HW/D) = 1.192 Slope Factor = -.500 Calc inlet only = Yes Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 575.41 ft ---> Flow = 11.14 cfs At T2 Elev = 575.59 ft ---> Flow = 12.73 cfs Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.12 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.50 .00 Free Outfall HW & TW < Inv.El.=581.500 573.60 .00 Free Outfall HW & TW < Inv.El.=581.500 573.70 .00 Free Outfall HW & TW < Inv.El.=581.500 573.80 .00 Free Outfall HW & TW < Inv.El.=581.500 573.90 .00 Free Outfall HW & TW < Inv.El.=581.500 574.00 .00 Free Outfall HW & TW < Inv.El.=581.500 574.10 .00 Free Outfall HW & TW < Inv.El.=581.500 574.20 .00 Free Outfall HW & TW < Inv.El.=581.500 574.30 .00 Free Outfall HW & TW < Inv.El.=581.500 574.40 .00 Free Outfall HW & TW < Inv.El.=581.500 574.50 .00 Free Outfall HW & TW < Inv.El.=581.500 574.60 .00 Free Outfall HW & TW < Inv.El.=581.500 574.70 .00 Free Outfall HW & TW < Inv.El.=581.500 574.80 .00 Free Outfall HW & TW < Inv.El.=581.500 574.90 .00 Free Outfall HW & TW < Inv.El.=581.500 575.00 .00 Free Outfall HW & TW < Inv.El.=581.500 575.10 .00 Free Outfall HW & TW < Inv.El.=581.500 575.20 .00 Free Outfall HW & TW < Inv.El.=581.500 575.30 .00 Free Outfall HW & TW < Inv.El.=581.500 575.40 .00 Free Outfall HW & TW < Inv.El.=581.500 575.50 .00 Free Outfall HW & TW < Inv.El.=581.500 575.60 .00 Free Outfall HW & TW < Inv.El.=581.500 575.70 .00 Free Outfall HW & TW < Inv.El.=581.500 575.80 .00 Free Outfall HW & TW < Inv.El.=581.500 575.90 .00 Free Outfall HW & TW < Inv.El.=581.500 576.00 .00 Free Outfall HW & TW < Inv.El.=581.500 576.10 .00 Free Outfall HW & TW < Inv.El.=581.500 576.20 .00 Free Outfall HW & TW < Inv.El.=581.500 576.30 .00 Free Outfall HW & TW < Inv.El.=581.500 576.40 .00 Free Outfall HW & TW < Inv.El.=581.500 576.50 .00 Free Outfall HW & TW < Inv.El.=581.500 576.60 .00 Free Outfall HW & TW < Inv.El.=581.500 576.70 .00 Free Outfall HW & TW < Inv.El.=581.500 576.80 .00 Free Outfall HW & TW < Inv.El.=581.500 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.13 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 576.90 .00 Free Outfall HW & TW < Inv.El.=581.500 577.00 .00 Free Outfall HW & TW < Inv.El.=581.500 577.10 .00 Free Outfall HW & TW < Inv.El.=581.500 577.20 .00 Free Outfall HW & TW < Inv.El.=581.500 577.30 .00 Free Outfall HW & TW < Inv.El.=581.500 577.40 .00 Free Outfall HW & TW < Inv.El.=581.500 577.50 .00 Free Outfall HW & TW < Inv.El.=581.500 577.60 .00 Free Outfall HW & TW < Inv.El.=581.500 577.70 .00 Free Outfall HW & TW < Inv.El.=581.500 577.80 .00 Free Outfall HW & TW < Inv.El.=581.500 577.90 .00 Free Outfall HW & TW < Inv.El.=581.500 578.00 .00 Free Outfall HW & TW < Inv.El.=581.500 578.10 .00 Free Outfall HW & TW < Inv.El.=581.500 578.20 .00 Free Outfall HW & TW < Inv.El.=581.500 578.30 .00 Free Outfall HW & TW < Inv.El.=581.500 578.40 .00 Free Outfall HW & TW < Inv.El.=581.500 578.50 .00 Free Outfall HW & TW < Inv.El.=581.500 578.60 .00 Free Outfall HW & TW < Inv.El.=581.500 578.70 .00 Free Outfall HW & TW < Inv.El.=581.500 578.80 .00 Free Outfall HW & TW < Inv.El.=581.500 578.90 .00 Free Outfall HW & TW < Inv.El.=581.500 579.00 .00 Free Outfall HW & TW < Inv.El.=581.500 579.10 .00 Free Outfall HW & TW < Inv.El.=581.500 579.20 .00 Free Outfall HW & TW < Inv.El.=581.500 579.30 .00 Free Outfall HW & TW < Inv.El.=581.500 579.40 .00 Free Outfall HW & TW < Inv.El.=581.500 579.50 .00 Free Outfall HW & TW < Inv.El.=581.500 579.60 .00 Free Outfall HW & TW < Inv.El.=581.500 579.70 .00 Free Outfall HW & TW < Inv.El.=581.500 579.80 .00 Free Outfall HW & TW < Inv.El.=581.500 579.90 .00 Free Outfall HW & TW < Inv.El.=581.500 580.00 .00 Free Outfall HW & TW < Inv.El.=581.500 580.10 .00 Free Outfall HW & TW < Inv.El.=581.500 580.20 .00 Free Outfall HW & TW < Inv.El.=581.500 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.14 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 580.30 .00 Free Outfall HW & TW < Inv.El.=581.500 580.40 .00 Free Outfall HW & TW < Inv.El.=581.500 580.50 .00 Free Outfall HW & TW < Inv.El.=581.500 580.60 .00 Free Outfall HW & TW < Inv.El.=581.500 580.70 .00 Free Outfall HW & TW < Inv.El.=581.500 580.80 .00 Free Outfall HW & TW < Inv.El.=581.500 580.90 .00 Free Outfall HW & TW < Inv.El.=581.500 581.00 .00 Free Outfall HW & TW < Inv.El.=581.500 581.10 .00 Free Outfall HW & TW < Inv.El.=581.500 581.20 .00 Free Outfall HW & TW < Inv.El.=581.500 581.30 .00 Free Outfall HW & TW < Inv.El.=581.500 581.40 .00 Free Outfall HW & TW < Inv.El.=581.500 581.50 .00 Free Outfall Weir: H =.00 581.60 3.03 Free Outfall Weir: H =.10 581.70 8.59 Free Outfall Weir: H =.20 581.80 15.77 Free Outfall Weir: H =.30 581.90 24.29 Free Outfall Weir: H =.40 582.00 33.94 Free Outfall Weir: H =.50 582.10 44.61 Free Outfall Weir: H =.60 582.20 56.23 Free Outfall Weir: H =.70 582.30 68.69 Free Outfall Weir: H =.80 582.40 81.97 Free Outfall Weir: H =.90 582.50 96.00 Free Outfall Weir: H =1.00 582.60 110.75 Free Outfall Weir: H =1.10 582.70 126.20 Free Outfall Weir: H =1.20 582.80 142.29 Free Outfall Weir: H =1.30 582.90 159.03 Free Outfall Weir: H =1.40 583.00 176.36 Free Outfall Weir: H =1.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.15 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 17.04 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.50 .00 Free Outfall Upstream HW & DNstream TW < Inv.El 573.60 .05 Free Outfall INLET CONTROL... Equ.1: HW =.10 dc=.082 Ac=.0408 573.70 .19 Free Outfall INLET CONTROL... Equ.1: HW =.20 dc=.155 Ac=.1052 573.80 .42 Free Outfall INLET CONTROL... Equ.1: HW =.30 dc=.230 Ac=.1864 573.90 .72 Free Outfall INLET CONTROL... Equ.1: HW =.40 dc=.303 Ac=.2787 574.00 1.10 Free Outfall INLET CONTROL... Equ.1: HW =.50 dc=.376 Ac=.3791 574.10 1.56 Free Outfall INLET CONTROL... Equ.1: HW =.60 dc=.448 Ac=.4855 574.20 2.07 Free Outfall INLET CONTROL... Equ.1: HW =.70 dc=.519 Ac=.5977 574.30 2.64 Free Outfall INLET CONTROL... Equ.1: HW =.80 dc=.588 Ac=.7103 574.40 3.27 Free Outfall INLET CONTROL... Equ.1: HW =.90 dc=.657 Ac=.8247 574.50 3.93 Free Outfall INLET CONTROL... Equ.1: HW =1.00 dc=.724 Ac=.9394 574.60 4.65 Free Outfall INLET CONTROL... Equ.1: HW =1.10 dc=.790 Ac=1.0541 574.70 5.39 Free Outfall INLET CONTROL... Equ.1: HW =1.20 dc=.853 Ac=1.1645 574.80 6.16 Free Outfall INLET CONTROL... Equ.1: HW =1.30 dc=.915 Ac=1.2728 574.90 6.95 Free Outfall INLET CONTROL... Equ.1: HW =1.40 dc=.975 Ac=1.3771 575.00 7.76 Free Outfall INLET CONTROL... Equ.1: HW =1.50 dc=1.033 Ac=1.4769 575.10 8.58 Free Outfall INLET CONTROL... Equ.1: HW =1.60 dc=1.088 Ac=1.5722 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.16 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 17.04 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 575.20 9.42 Free Outfall INLET CONTROL... Equ.1: HW =1.70 dc=1.142 Ac=1.6623 575.30 10.24 Free Outfall INLET CONTROL... Equ.1: HW =1.80 dc=1.192 Ac=1.7455 575.40 11.06 Free Outfall INLET CONTROL... Equ.1: HW =1.90 dc=1.240 Ac=1.8222 575.50 11.96 Free Outfall INLET CONTROL... Transition: HW =2.00 575.60 12.83 Free Outfall INLET CONTROL... Submerged: HW =2.10 575.70 13.52 Free Outfall INLET CONTROL... Submerged: HW =2.20 575.80 14.17 Free Outfall INLET CONTROL... Submerged: HW =2.30 575.90 14.81 Free Outfall INLET CONTROL... Submerged: HW =2.40 576.00 15.41 Free Outfall INLET CONTROL... Submerged: HW =2.50 576.10 15.99 Free Outfall INLET CONTROL... Submerged: HW =2.60 576.20 16.55 Free Outfall INLET CONTROL... Submerged: HW =2.70 576.30 17.09 Free Outfall INLET CONTROL... Submerged: HW =2.80 576.40 17.62 Free Outfall INLET CONTROL... Submerged: HW =2.90 576.50 18.13 Free Outfall INLET CONTROL... Submerged: HW =3.00 576.60 18.63 Free Outfall INLET CONTROL... Submerged: HW =3.10 576.70 19.11 Free Outfall INLET CONTROL... Submerged: HW =3.20 576.80 19.59 Free Outfall INLET CONTROL... Submerged: HW =3.30 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.17 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 17.04 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 576.90 20.04 Free Outfall INLET CONTROL... Submerged: HW =3.40 577.00 20.49 Free Outfall INLET CONTROL... Submerged: HW =3.50 577.10 20.93 Free Outfall INLET CONTROL... Submerged: HW =3.60 577.20 21.36 Free Outfall INLET CONTROL... Submerged: HW =3.70 577.30 21.79 Free Outfall INLET CONTROL... Submerged: HW =3.80 577.40 22.20 Free Outfall INLET CONTROL... Submerged: HW =3.90 577.50 22.61 Free Outfall INLET CONTROL... Submerged: HW =4.00 577.60 23.01 Free Outfall INLET CONTROL... Submerged: HW =4.10 577.70 23.40 Free Outfall INLET CONTROL... Submerged: HW =4.20 577.80 23.79 Free Outfall INLET CONTROL... Submerged: HW =4.30 577.90 24.17 Free Outfall INLET CONTROL... Submerged: HW =4.40 578.00 24.55 Free Outfall INLET CONTROL... Submerged: HW =4.50 578.10 24.91 Free Outfall INLET CONTROL... Submerged: HW =4.60 578.20 25.28 Free Outfall INLET CONTROL... Submerged: HW =4.70 578.30 25.64 Free Outfall INLET CONTROL... Submerged: HW =4.80 578.40 25.99 Free Outfall INLET CONTROL... Submerged: HW =4.90 578.50 26.34 Free Outfall INLET CONTROL... Submerged: HW =5.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.18 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 17.04 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 578.60 26.69 Free Outfall INLET CONTROL... Submerged: HW =5.10 578.70 27.02 Free Outfall INLET CONTROL... Submerged: HW =5.20 578.80 27.36 Free Outfall INLET CONTROL... Submerged: HW =5.30 578.90 27.69 Free Outfall INLET CONTROL... Submerged: HW =5.40 579.00 28.02 Free Outfall INLET CONTROL... Submerged: HW =5.50 579.10 28.34 Free Outfall INLET CONTROL... Submerged: HW =5.60 579.20 28.66 Free Outfall INLET CONTROL... Submerged: HW =5.70 579.30 28.98 Free Outfall INLET CONTROL... Submerged: HW =5.80 579.40 29.29 Free Outfall INLET CONTROL... Submerged: HW =5.90 579.50 29.60 Free Outfall INLET CONTROL... Submerged: HW =6.00 579.60 29.91 Free Outfall INLET CONTROL... Submerged: HW =6.10 579.70 30.21 Free Outfall INLET CONTROL... Submerged: HW =6.20 579.80 30.51 Free Outfall INLET CONTROL... Submerged: HW =6.30 579.90 30.81 Free Outfall INLET CONTROL... Submerged: HW =6.40 580.00 31.10 Free Outfall INLET CONTROL... Submerged: HW =6.50 580.10 31.39 Free Outfall INLET CONTROL... Submerged: HW =6.60 580.20 31.69 Free Outfall INLET CONTROL... Submerged: HW =6.70 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.19 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 17.04 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 580.30 31.97 Free Outfall INLET CONTROL... Submerged: HW =6.80 580.40 32.26 Free Outfall INLET CONTROL... Submerged: HW =6.90 580.50 32.54 Free Outfall INLET CONTROL... Submerged: HW =7.00 580.60 32.82 Free Outfall INLET CONTROL... Submerged: HW =7.10 580.70 33.09 Free Outfall INLET CONTROL... Submerged: HW =7.20 580.80 33.37 Free Outfall INLET CONTROL... Submerged: HW =7.30 580.90 33.64 Free Outfall INLET CONTROL... Submerged: HW =7.40 581.00 33.91 Free Outfall INLET CONTROL... Submerged: HW =7.50 581.10 34.18 Free Outfall INLET CONTROL... Submerged: HW =7.60 581.20 34.45 Free Outfall INLET CONTROL... Submerged: HW =7.70 581.30 34.71 Free Outfall INLET CONTROL... Submerged: HW =7.80 581.40 34.97 Free Outfall INLET CONTROL... Submerged: HW =7.90 581.50 35.23 Free Outfall INLET CONTROL... Submerged: HW =8.00 581.60 35.49 Free Outfall INLET CONTROL... Submerged: HW =8.10 581.70 35.74 Free Outfall INLET CONTROL... Submerged: HW =8.20 581.80 36.00 Free Outfall INLET CONTROL... Submerged: HW =8.30 581.90 36.25 Free Outfall INLET CONTROL... Submerged: HW =8.40 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.20 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 17.04 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 582.00 36.50 Free Outfall INLET CONTROL... Submerged: HW =8.50 582.10 36.75 Free Outfall INLET CONTROL... Submerged: HW =8.60 582.20 37.00 Free Outfall INLET CONTROL... Submerged: HW =8.70 582.30 37.25 Free Outfall INLET CONTROL... Submerged: HW =8.80 582.40 37.49 Free Outfall INLET CONTROL... Submerged: HW =8.90 582.50 37.73 Free Outfall INLET CONTROL... Submerged: HW =9.00 582.60 37.97 Free Outfall INLET CONTROL... Submerged: HW =9.10 582.70 38.21 Free Outfall INLET CONTROL... Submerged: HW =9.20 582.80 38.45 Free Outfall INLET CONTROL... Submerged: HW =9.30 582.90 38.69 Free Outfall INLET CONTROL... Submerged: HW =9.40 583.00 38.92 Free Outfall INLET CONTROL... Submerged: HW =9.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.21 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 573.50 .00 Free Outfall None contributing 573.60 .05 Free Outfall LF 573.70 .19 Free Outfall LF 573.80 .42 Free Outfall LF 573.90 .72 Free Outfall LF 574.00 1.10 Free Outfall LF 574.10 1.56 Free Outfall LF 574.20 2.07 Free Outfall LF 574.30 2.64 Free Outfall LF 574.40 3.27 Free Outfall LF 574.50 3.93 Free Outfall LF 574.60 4.65 Free Outfall LF 574.70 5.39 Free Outfall LF 574.80 6.16 Free Outfall LF 574.90 6.95 Free Outfall LF 575.00 7.76 Free Outfall LF 575.10 8.58 Free Outfall LF 575.20 9.42 Free Outfall LF 575.30 10.24 Free Outfall LF 575.40 11.06 Free Outfall LF 575.50 11.96 Free Outfall LF 575.60 12.83 Free Outfall LF 575.70 13.52 Free Outfall LF 575.80 14.17 Free Outfall LF 575.90 14.81 Free Outfall LF 576.00 15.41 Free Outfall LF 576.10 15.99 Free Outfall LF 576.20 16.55 Free Outfall LF 576.30 17.09 Free Outfall LF 576.40 17.62 Free Outfall LF 576.50 18.13 Free Outfall LF 576.60 18.63 Free Outfall LF 576.70 19.11 Free Outfall LF 576.80 19.59 Free Outfall LF 576.90 20.04 Free Outfall LF 577.00 20.49 Free Outfall LF 577.10 20.93 Free Outfall LF 577.20 21.36 Free Outfall LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.22 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 577.30 21.79 Free Outfall LF 577.40 22.20 Free Outfall LF 577.50 22.61 Free Outfall LF 577.60 23.01 Free Outfall LF 577.70 23.40 Free Outfall LF 577.80 23.79 Free Outfall LF 577.90 24.17 Free Outfall LF 578.00 24.55 Free Outfall LF 578.10 24.91 Free Outfall LF 578.20 25.28 Free Outfall LF 578.30 25.64 Free Outfall LF 578.40 25.99 Free Outfall LF 578.50 26.34 Free Outfall LF 578.60 26.69 Free Outfall LF 578.70 27.02 Free Outfall LF 578.80 27.36 Free Outfall LF 578.90 27.69 Free Outfall LF 579.00 28.02 Free Outfall LF 579.10 28.34 Free Outfall LF 579.20 28.66 Free Outfall LF 579.30 28.98 Free Outfall LF 579.40 29.29 Free Outfall LF 579.50 29.60 Free Outfall LF 579.60 29.91 Free Outfall LF 579.70 30.21 Free Outfall LF 579.80 30.51 Free Outfall LF 579.90 30.81 Free Outfall LF 580.00 31.10 Free Outfall LF 580.10 31.39 Free Outfall LF 580.20 31.69 Free Outfall LF 580.30 31.97 Free Outfall LF 580.40 32.26 Free Outfall LF 580.50 32.54 Free Outfall LF 580.60 32.82 Free Outfall LF 580.70 33.09 Free Outfall LF 580.80 33.37 Free Outfall LF 580.90 33.64 Free Outfall LF 581.00 33.91 Free Outfall LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.23 Name.... Outlet 2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 581.10 34.18 Free Outfall LF 581.20 34.45 Free Outfall LF 581.30 34.71 Free Outfall LF 581.40 34.97 Free Outfall LF 581.50 35.23 Free Outfall OF +LF 581.60 38.52 Free Outfall OF +LF 581.70 44.33 Free Outfall OF +LF 581.80 51.77 Free Outfall OF +LF 581.90 60.54 Free Outfall OF +LF 582.00 70.44 Free Outfall OF +LF 582.10 81.37 Free Outfall OF +LF 582.20 93.23 Free Outfall OF +LF 582.30 105.94 Free Outfall OF +LF 582.40 119.46 Free Outfall OF +LF 582.50 133.73 Free Outfall OF +LF 582.60 148.72 Free Outfall OF +LF 582.70 164.41 Free Outfall OF +LF 582.80 180.74 Free Outfall OF +LF 582.90 197.72 Free Outfall OF +LF 583.00 215.29 Free Outfall OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.24 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 565.00 ft Increment = .10 ft Max. Elev.= 574.00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Culvert-Circular OF <---> TW 570.200 574.000 Culvert-Circular LF <---> TW 565.000 574.000 TW SETUP, DS Channel S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.25 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = OF Structure Type = Culvert-Circular ------------------------------------ No. Barrels = 1 Barrel Diameter = 24.00 in Upstream Invert = 570.20 ft Dnstream Invert = 567.00 ft Horiz. Length = 105.00 ft Barrel Length = 105.05 ft Barrel Slope = .03048 ft/ft OUTLET CONTROL DATA... Mannings n = .0130 Ke = .7000 (forward entrance loss) Kb = .012411 (per ft of full flow) Kr = .7000 (reverse entrance loss) HW Convergence = .001 +/- ft INLET CONTROL DATA... Equation form = 1 Inlet Control K = .0045 Inlet Control M = 2.0000 Inlet Control c = .03170 Inlet Control Y = .6900 T1 ratio (HW/D) = 1.080 T2 ratio (HW/D) = 1.182 Slope Factor = -.500 Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 572.36 ft ---> Flow = 15.55 cfs At T2 Elev = 572.56 ft ---> Flow = 17.77 cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.26 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = LF Structure Type = Culvert-Circular ------------------------------------ No. Barrels = 2 Barrel Diameter = 27.00 in Upstream Invert = 565.00 ft Dnstream Invert = 564.00 ft Horiz. Length = 70.00 ft Barrel Length = 70.01 ft Barrel Slope = .01429 ft/ft OUTLET CONTROL DATA... Mannings n = .0130 Ke = .7000 (forward entrance loss) Kb = .010607 (per ft of full flow) Kr = .7000 (reverse entrance loss) HW Convergence = .001 +/- ft INLET CONTROL DATA... Equation form = 1 Inlet Control K = .0045 Inlet Control M = 2.0000 Inlet Control c = .03170 Inlet Control Y = .6900 T1 ratio (HW/D) = 1.088 T2 ratio (HW/D) = 1.190 Slope Factor = -.500 Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 567.45 ft ---> Flow = 20.87 cfs At T2 Elev = 567.68 ft ---> Flow = 23.86 cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.27 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.10 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.20 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.25 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.30 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.40 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.50 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.28 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.29 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.30 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 563.50 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 563.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 563.50 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 563.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 563.50 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.31 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 563.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 563.50 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 563.50 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 563.50 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 563.50 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 563.50 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 563.50 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 563.50 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 563.50 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 563.50 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 563.50 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 563.50 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 563.50 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 563.50 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 563.50 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 563.50 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 563.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.32 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 563.50 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 563.50 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 563.50 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 563.50 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 563.50 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 563.50 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 563.50 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 563.50 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 563.50 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 563.50 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 563.50 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 563.50 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.33 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 563.50 .000 Upstream HW & DNstream TW < Inv.El 565.10 .07 563.50 .000 RELAXED CONVERGENCE: HW +/-.003ft; Q +/-.0043cfs 565.20 .30 563.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 565.25 .46 563.50 .000 CRIT.DEPTH CONTROL Vh= .053ft Dcr= .158ft CRIT.DEPTH 565.30 .66 563.50 .000 CRIT.DEPTH CONTROL Vh= .064ft Dcr= .190ft CRIT.DEPTH 565.40 1.16 563.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .254ft CRIT.DEPTH 565.50 1.78 563.50 .000 CRIT.DEPTH CONTROL Vh= .108ft Dcr= .315ft CRIT.DEPTH 565.60 2.56 563.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .378ft CRIT.DEPTH 565.70 3.44 563.50 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft CRIT.DEPTH 565.75 3.92 563.50 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft CRIT.DEPTH 565.80 4.43 563.50 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft CRIT.DEPTH 565.90 5.54 563.50 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft CRIT.DEPTH 566.00 6.76 563.50 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft CRIT.DEPTH 566.10 8.09 563.50 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft CRIT.DEPTH 566.20 9.51 563.50 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.34 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 563.50 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft CRIT.DEPTH 566.30 11.03 563.50 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft CRIT.DEPTH 566.40 12.61 563.50 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft CRIT.DEPTH 566.50 14.29 563.50 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft CRIT.DEPTH 566.60 16.03 563.50 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft CRIT.DEPTH 566.70 17.86 563.50 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft CRIT.DEPTH 566.75 18.78 563.50 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft CRIT.DEPTH 566.80 19.74 563.50 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft CRIT.DEPTH 566.90 21.66 563.50 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft CRIT.DEPTH 567.00 23.66 563.50 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft CRIT.DEPTH 567.10 25.68 563.50 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft CRIT.DEPTH 567.20 27.71 563.50 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft CRIT.DEPTH 567.25 28.76 563.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft CRIT.DEPTH 567.30 29.80 563.50 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft CRIT.DEPTH 567.40 31.94 563.50 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.35 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 563.50 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft CRIT.DEPTH 567.60 36.19 563.50 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft CRIT.DEPTH 567.70 38.33 563.50 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 563.50 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 563.50 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 563.50 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 563.50 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 563.50 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 563.50 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 563.50 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 563.50 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 563.50 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 563.50 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.36 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 563.50 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.37 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 563.50 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 563.50 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 563.50 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 563.50 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 563.50 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 563.50 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 563.50 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 563.50 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 563.50 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 563.50 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 563.50 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 563.50 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 563.50 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 563.50 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 563.50 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.38 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 563.50 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 563.50 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 563.50 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 563.50 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 563.50 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 563.50 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 563.50 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 563.50 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 563.50 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 563.50 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 563.50 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 563.50 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 563.50 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 563.50 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 563.50 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.39 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 563.50 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 563.50 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 563.50 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 563.50 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 563.50 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 563.50 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 563.50 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 563.50 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 563.50 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 563.50 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 563.50 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.40 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.10 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.20 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.25 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.30 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.40 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.50 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.41 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.42 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.43 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 563.75 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 563.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 563.75 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 563.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 563.75 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.44 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 563.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 563.75 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 563.75 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 563.75 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 563.75 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 563.75 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 563.75 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 563.75 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 563.75 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 563.75 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 563.75 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 563.75 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 563.75 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 563.75 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 563.75 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 563.75 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 563.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.45 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 563.75 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 563.75 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 563.75 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 563.75 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 563.75 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 563.75 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 563.75 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 563.75 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 563.75 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 563.75 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 563.75 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 563.75 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.46 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 563.75 .000 Upstream HW & DNstream TW < Inv.El 565.10 .07 563.75 .000 RELAXED CONVERGENCE: HW +/-.003ft; Q +/-.0043cfs 565.20 .30 563.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 565.25 .46 563.75 .000 CRIT.DEPTH CONTROL Vh= .053ft Dcr= .158ft CRIT.DEPTH 565.30 .66 563.75 .000 CRIT.DEPTH CONTROL Vh= .064ft Dcr= .190ft CRIT.DEPTH 565.40 1.16 563.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .254ft CRIT.DEPTH 565.50 1.78 563.75 .000 CRIT.DEPTH CONTROL Vh= .108ft Dcr= .315ft CRIT.DEPTH 565.60 2.56 563.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .378ft CRIT.DEPTH 565.70 3.44 563.75 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft CRIT.DEPTH 565.75 3.92 563.75 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft CRIT.DEPTH 565.80 4.43 563.75 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft CRIT.DEPTH 565.90 5.54 563.75 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft CRIT.DEPTH 566.00 6.76 563.75 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft CRIT.DEPTH 566.10 8.09 563.75 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft CRIT.DEPTH 566.20 9.51 563.75 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.47 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 563.75 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft CRIT.DEPTH 566.30 11.03 563.75 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft CRIT.DEPTH 566.40 12.61 563.75 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft CRIT.DEPTH 566.50 14.29 563.75 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft CRIT.DEPTH 566.60 16.03 563.75 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft CRIT.DEPTH 566.70 17.86 563.75 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft CRIT.DEPTH 566.75 18.78 563.75 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft CRIT.DEPTH 566.80 19.74 563.75 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft CRIT.DEPTH 566.90 21.66 563.75 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft CRIT.DEPTH 567.00 23.66 563.75 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft CRIT.DEPTH 567.10 25.68 563.75 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft CRIT.DEPTH 567.20 27.71 563.75 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft CRIT.DEPTH 567.25 28.76 563.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft CRIT.DEPTH 567.30 29.80 563.75 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft CRIT.DEPTH 567.40 31.94 563.75 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.48 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 563.75 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft CRIT.DEPTH 567.60 36.19 563.75 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft CRIT.DEPTH 567.70 38.33 563.75 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 563.75 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 563.75 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 563.75 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 563.75 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 563.75 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 563.75 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 563.75 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 563.75 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 563.75 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 563.75 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.49 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 563.75 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.50 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 563.75 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 563.75 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 563.75 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 563.75 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 563.75 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 563.75 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 563.75 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 563.75 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 563.75 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 563.75 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 563.75 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 563.75 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 563.75 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 563.75 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 563.75 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.51 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 563.75 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 563.75 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 563.75 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 563.75 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 563.75 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 563.75 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 563.75 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 563.75 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 563.75 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 563.75 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 563.75 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 563.75 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 563.75 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 563.75 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 563.75 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.52 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 563.75 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 563.75 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 563.75 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 563.75 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 563.75 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 563.75 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 563.75 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 563.75 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 563.75 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 563.75 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 563.75 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.53 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.10 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.20 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.25 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.30 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.40 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.50 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.54 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.55 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.56 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 564.00 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 564.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 564.00 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 564.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 564.00 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.57 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 564.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 564.00 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 564.00 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 564.00 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 564.00 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 564.00 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 564.00 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 564.00 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 564.00 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 564.00 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 564.00 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 564.00 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 564.00 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 564.00 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 564.00 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 564.00 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 564.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.58 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 564.00 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 564.00 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 564.00 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 564.00 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 564.00 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 564.00 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 564.00 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 564.00 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 564.00 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 564.00 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 564.00 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 564.00 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.59 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 564.00 .000 Upstream HW & DNstream TW < Inv.El 565.10 .07 564.00 .000 RELAXED CONVERGENCE: HW +/-.003ft; Q +/-.0043cfs 565.20 .30 564.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 565.25 .46 564.00 .000 CRIT.DEPTH CONTROL Vh= .053ft Dcr= .158ft CRIT.DEPTH 565.30 .66 564.00 .000 CRIT.DEPTH CONTROL Vh= .064ft Dcr= .190ft CRIT.DEPTH 565.40 1.16 564.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .254ft CRIT.DEPTH 565.50 1.78 564.00 .000 CRIT.DEPTH CONTROL Vh= .108ft Dcr= .315ft CRIT.DEPTH 565.60 2.56 564.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .378ft CRIT.DEPTH 565.70 3.44 564.00 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft CRIT.DEPTH 565.75 3.92 564.00 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft CRIT.DEPTH 565.80 4.43 564.00 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft CRIT.DEPTH 565.90 5.54 564.00 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft CRIT.DEPTH 566.00 6.76 564.00 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft CRIT.DEPTH 566.10 8.09 564.00 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft CRIT.DEPTH 566.20 9.51 564.00 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.60 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 564.00 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft CRIT.DEPTH 566.30 11.03 564.00 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft CRIT.DEPTH 566.40 12.61 564.00 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft CRIT.DEPTH 566.50 14.29 564.00 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft CRIT.DEPTH 566.60 16.03 564.00 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft CRIT.DEPTH 566.70 17.86 564.00 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft CRIT.DEPTH 566.75 18.78 564.00 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft CRIT.DEPTH 566.80 19.74 564.00 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft CRIT.DEPTH 566.90 21.66 564.00 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft CRIT.DEPTH 567.00 23.66 564.00 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft CRIT.DEPTH 567.10 25.68 564.00 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft CRIT.DEPTH 567.20 27.71 564.00 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft CRIT.DEPTH 567.25 28.76 564.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft CRIT.DEPTH 567.30 29.80 564.00 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft CRIT.DEPTH 567.40 31.94 564.00 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.61 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 564.00 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft CRIT.DEPTH 567.60 36.19 564.00 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft CRIT.DEPTH 567.70 38.33 564.00 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 564.00 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 564.00 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 564.00 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 564.00 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 564.00 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 564.00 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 564.00 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 564.00 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 564.00 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 564.00 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.62 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 564.00 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.63 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 564.00 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 564.00 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 564.00 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 564.00 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 564.00 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 564.00 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 564.00 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 564.00 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 564.00 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 564.00 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 564.00 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 564.00 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 564.00 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 564.00 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 564.00 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.64 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 564.00 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 564.00 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 564.00 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 564.00 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 564.00 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 564.00 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 564.00 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 564.00 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 564.00 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 564.00 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 564.00 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 564.00 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 564.00 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 564.00 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 564.00 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.65 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 564.00 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 564.00 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 564.00 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 564.00 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 564.00 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 564.00 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 564.00 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 564.00 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 564.00 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 564.00 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 564.00 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.66 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.10 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.20 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.25 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.30 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.40 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.50 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.67 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.68 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.69 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 564.25 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 564.25 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 564.25 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 564.25 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 564.25 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.70 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 564.25 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 564.25 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 564.25 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 564.25 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 564.25 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 564.25 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 564.25 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 564.25 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 564.25 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 564.25 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 564.25 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 564.25 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 564.25 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 564.25 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 564.25 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 564.25 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 564.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.71 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 564.25 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 564.25 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 564.25 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 564.25 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 564.25 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 564.25 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 564.25 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 564.25 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 564.25 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 564.25 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 564.25 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 564.25 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.72 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 564.25 .000 Upstream HW & DNstream TW < Inv.El 565.10 .07 564.25 .000 RELAXED CONVERGENCE: HW +/-.003ft; Q +/-.0043cfs 565.20 .30 564.25 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 565.25 .46 564.25 .000 CRIT.DEPTH CONTROL Vh= .053ft Dcr= .158ft H.JUMP IN PIPE 565.30 .66 564.25 .000 CRIT.DEPTH CONTROL Vh= .064ft Dcr= .190ft H.JUMP IN PIPE 565.40 1.16 564.25 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .254ft CRIT.DEPTH 565.50 1.78 564.25 .000 CRIT.DEPTH CONTROL Vh= .108ft Dcr= .315ft CRIT.DEPTH 565.60 2.56 564.25 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .378ft CRIT.DEPTH 565.70 3.44 564.25 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft CRIT.DEPTH 565.75 3.92 564.25 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft CRIT.DEPTH 565.80 4.43 564.25 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft CRIT.DEPTH 565.90 5.54 564.25 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft CRIT.DEPTH 566.00 6.76 564.25 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft CRIT.DEPTH 566.10 8.09 564.25 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft CRIT.DEPTH 566.20 9.51 564.25 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.73 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 564.25 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft CRIT.DEPTH 566.30 11.03 564.25 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft CRIT.DEPTH 566.40 12.61 564.25 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft CRIT.DEPTH 566.50 14.29 564.25 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft CRIT.DEPTH 566.60 16.03 564.25 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft CRIT.DEPTH 566.70 17.86 564.25 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft CRIT.DEPTH 566.75 18.78 564.25 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft CRIT.DEPTH 566.80 19.74 564.25 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft CRIT.DEPTH 566.90 21.66 564.25 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft CRIT.DEPTH 567.00 23.66 564.25 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft CRIT.DEPTH 567.10 25.68 564.25 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft CRIT.DEPTH 567.20 27.71 564.25 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft CRIT.DEPTH 567.25 28.76 564.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft CRIT.DEPTH 567.30 29.80 564.25 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft CRIT.DEPTH 567.40 31.94 564.25 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.74 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 564.25 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft CRIT.DEPTH 567.60 36.19 564.25 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft CRIT.DEPTH 567.70 38.33 564.25 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 564.25 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 564.25 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 564.25 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 564.25 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 564.25 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 564.25 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 564.25 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 564.25 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 564.25 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 564.25 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.75 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 564.25 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.76 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 564.25 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 564.25 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 564.25 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 564.25 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 564.25 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 564.25 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 564.25 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 564.25 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 564.25 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 564.25 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 564.25 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 564.25 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 564.25 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 564.25 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 564.25 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.77 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 564.25 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 564.25 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 564.25 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 564.25 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 564.25 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 564.25 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 564.25 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 564.25 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 564.25 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 564.25 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 564.25 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 564.25 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 564.25 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 564.25 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 564.25 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.78 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 564.25 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 564.25 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 564.25 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 564.25 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 564.25 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 564.25 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 564.25 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 564.25 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 564.25 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 564.25 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 564.25 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.79 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.10 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.20 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.25 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.30 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.40 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.50 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.80 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.81 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.82 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 564.50 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 564.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 564.50 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 564.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 564.50 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.83 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 564.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 564.50 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 564.50 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 564.50 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 564.50 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 564.50 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 564.50 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 564.50 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 564.50 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 564.50 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 564.50 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 564.50 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 564.50 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 564.50 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 564.50 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 564.50 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 564.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.84 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 564.50 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 564.50 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 564.50 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 564.50 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 564.50 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 564.50 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 564.50 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 564.50 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 564.50 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 564.50 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 564.50 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 564.50 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.85 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 564.50 .000 Upstream HW & DNstream TW < Inv.El 565.10 .07 564.50 .000 RELAXED CONVERGENCE: HW +/-.003ft; Q +/-.0043cfs 565.20 .30 564.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 565.25 .46 564.50 .000 CRIT.DEPTH CONTROL Vh= .053ft Dcr= .158ft H.JUMP IN PIPE 565.30 .66 564.50 .000 CRIT.DEPTH CONTROL Vh= .064ft Dcr= .190ft H.JUMP IN PIPE 565.40 1.16 564.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .254ft H.JUMP IN PIPE 565.50 1.78 564.50 .000 CRIT.DEPTH CONTROL Vh= .108ft Dcr= .315ft H.JUMP IN PIPE 565.60 2.56 564.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .378ft H.JUMP IN PIPE 565.70 3.44 564.50 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft H.JUMP IN PIPE 565.75 3.92 564.50 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft H.JUMP IN PIPE 565.80 4.43 564.50 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft CRIT.DEPTH 565.90 5.54 564.50 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft CRIT.DEPTH 566.00 6.76 564.50 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft CRIT.DEPTH 566.10 8.09 564.50 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft CRIT.DEPTH 566.20 9.51 564.50 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.86 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 564.50 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft CRIT.DEPTH 566.30 11.03 564.50 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft CRIT.DEPTH 566.40 12.61 564.50 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft CRIT.DEPTH 566.50 14.29 564.50 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft CRIT.DEPTH 566.60 16.03 564.50 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft CRIT.DEPTH 566.70 17.86 564.50 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft CRIT.DEPTH 566.75 18.78 564.50 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft CRIT.DEPTH 566.80 19.74 564.50 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft CRIT.DEPTH 566.90 21.66 564.50 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft CRIT.DEPTH 567.00 23.66 564.50 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft CRIT.DEPTH 567.10 25.68 564.50 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft CRIT.DEPTH 567.20 27.71 564.50 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft CRIT.DEPTH 567.25 28.76 564.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft CRIT.DEPTH 567.30 29.80 564.50 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft CRIT.DEPTH 567.40 31.94 564.50 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.87 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 564.50 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft CRIT.DEPTH 567.60 36.19 564.50 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft CRIT.DEPTH 567.70 38.33 564.50 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 564.50 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 564.50 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 564.50 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 564.50 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 564.50 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 564.50 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 564.50 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 564.50 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 564.50 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 564.50 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.88 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 564.50 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.89 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 564.50 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 564.50 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 564.50 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 564.50 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 564.50 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 564.50 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 564.50 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 564.50 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 564.50 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 564.50 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 564.50 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 564.50 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 564.50 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 564.50 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 564.50 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.90 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 564.50 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 564.50 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 564.50 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 564.50 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 564.50 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 564.50 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 564.50 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 564.50 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 564.50 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 564.50 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 564.50 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 564.50 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 564.50 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 564.50 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 564.50 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.91 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 564.50 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 564.50 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 564.50 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 564.50 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 564.50 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 564.50 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 564.50 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 564.50 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 564.50 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 564.50 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 564.50 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.92 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.10 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.20 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.25 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.30 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.40 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.50 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.93 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.94 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.95 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 564.75 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 564.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 564.75 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 564.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 564.75 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.96 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 564.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 564.75 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 564.75 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 564.75 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 564.75 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 564.75 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 564.75 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 564.75 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 564.75 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 564.75 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 564.75 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 564.75 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 564.75 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 564.75 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 564.75 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 564.75 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 564.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.97 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 564.75 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 564.75 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 564.75 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 564.75 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 564.75 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 564.75 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 564.75 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 564.75 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 564.75 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 564.75 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 564.75 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 564.75 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.98 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 564.75 .000 Upstream HW & DNstream TW < Inv.El 565.10 .07 564.75 .000 RELAXED CONVERGENCE: HW +/-.003ft; Q +/-.0043cfs 565.20 .30 564.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 565.25 .46 564.75 .000 CRIT.DEPTH CONTROL Vh= .053ft Dcr= .158ft H.JUMP IN PIPE 565.30 .66 564.75 .000 CRIT.DEPTH CONTROL Vh= .064ft Dcr= .190ft H.JUMP IN PIPE 565.40 1.16 564.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .254ft H.JUMP IN PIPE 565.50 1.78 564.75 .000 CRIT.DEPTH CONTROL Vh= .108ft Dcr= .315ft H.JUMP IN PIPE 565.60 2.56 564.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .378ft H.JUMP IN PIPE 565.70 3.44 564.75 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft H.JUMP IN PIPE 565.75 3.92 564.75 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft H.JUMP IN PIPE 565.80 4.43 564.75 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft H.JUMP IN PIPE 565.90 5.54 564.75 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft H.JUMP IN PIPE 566.00 6.76 564.75 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft H.JUMP IN PIPE 566.10 8.09 564.75 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft H.JUMP IN PIPE 566.20 9.51 564.75 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.99 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 564.75 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft CRIT.DEPTH 566.30 11.03 564.75 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft CRIT.DEPTH 566.40 12.61 564.75 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft CRIT.DEPTH 566.50 14.29 564.75 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft CRIT.DEPTH 566.60 16.03 564.75 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft CRIT.DEPTH 566.70 17.86 564.75 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft CRIT.DEPTH 566.75 18.78 564.75 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft CRIT.DEPTH 566.80 19.74 564.75 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft CRIT.DEPTH 566.90 21.66 564.75 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft CRIT.DEPTH 567.00 23.66 564.75 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft CRIT.DEPTH 567.10 25.68 564.75 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft CRIT.DEPTH 567.20 27.71 564.75 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft CRIT.DEPTH 567.25 28.76 564.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft CRIT.DEPTH 567.30 29.80 564.75 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft CRIT.DEPTH 567.40 31.94 564.75 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.100 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 564.75 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft CRIT.DEPTH 567.60 36.19 564.75 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft CRIT.DEPTH 567.70 38.33 564.75 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 564.75 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 564.75 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 564.75 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 564.75 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 564.75 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 564.75 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 564.75 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 564.75 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 564.75 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 564.75 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.101 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 564.75 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.102 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 564.75 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 564.75 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 564.75 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 564.75 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 564.75 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 564.75 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 564.75 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 564.75 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 564.75 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 564.75 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 564.75 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 564.75 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 564.75 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 564.75 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 564.75 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.103 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 564.75 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 564.75 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 564.75 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 564.75 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 564.75 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 564.75 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 564.75 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 564.75 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 564.75 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 564.75 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 564.75 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 564.75 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 564.75 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 564.75 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 564.75 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.104 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 564.75 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 564.75 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 564.75 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 564.75 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 564.75 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 564.75 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 564.75 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 564.75 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 564.75 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 564.75 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 564.75 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.105 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.10 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.20 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.25 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.30 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.40 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.50 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.106 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.107 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.108 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 565.00 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 565.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 565.00 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 565.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 565.00 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.109 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 565.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 565.00 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 565.00 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 565.00 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 565.00 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 565.00 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 565.00 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 565.00 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 565.00 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 565.00 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 565.00 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 565.00 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 565.00 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 565.00 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 565.00 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 565.00 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 565.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.110 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 565.00 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 565.00 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 565.00 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 565.00 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 565.00 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 565.00 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 565.00 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 565.00 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 565.00 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 565.00 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 565.00 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 565.00 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.111 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 .00 565.00 .000 Upstream HW & DNstream TW < Inv.El 565.10 .07 565.00 .000 RELAXED CONVERGENCE: HW +/-.003ft; Q +/-.0043cfs 565.20 .30 565.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 565.25 .46 565.00 .000 CRIT.DEPTH CONTROL Vh= .053ft Dcr= .158ft H.JUMP IN PIPE 565.30 .66 565.00 .000 CRIT.DEPTH CONTROL Vh= .064ft Dcr= .190ft H.JUMP IN PIPE 565.40 1.16 565.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .254ft H.JUMP IN PIPE 565.50 1.78 565.00 .000 CRIT.DEPTH CONTROL Vh= .108ft Dcr= .315ft H.JUMP IN PIPE 565.60 2.56 565.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .378ft H.JUMP IN PIPE 565.70 3.44 565.00 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft H.JUMP IN PIPE 565.75 3.92 565.00 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft H.JUMP IN PIPE 565.80 4.43 565.00 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft H.JUMP IN PIPE 565.90 5.54 565.00 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft H.JUMP IN PIPE 566.00 6.76 565.00 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft H.JUMP IN PIPE 566.10 8.09 565.00 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft H.JUMP IN PIPE 566.20 9.51 565.00 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.112 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 565.00 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft H.JUMP IN PIPE 566.30 11.03 565.00 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft H.JUMP IN PIPE 566.40 12.61 565.00 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft H.JUMP IN PIPE 566.50 14.29 565.00 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft H.JUMP IN PIPE 566.60 16.03 565.00 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft H.JUMP IN PIPE 566.70 17.86 565.00 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft CRIT.DEPTH 566.75 18.78 565.00 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft CRIT.DEPTH 566.80 19.74 565.00 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft CRIT.DEPTH 566.90 21.66 565.00 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft CRIT.DEPTH 567.00 23.66 565.00 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft CRIT.DEPTH 567.10 25.68 565.00 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft CRIT.DEPTH 567.20 27.71 565.00 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft CRIT.DEPTH 567.25 28.76 565.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft CRIT.DEPTH 567.30 29.80 565.00 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft CRIT.DEPTH 567.40 31.94 565.00 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.113 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 565.00 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft CRIT.DEPTH 567.60 36.19 565.00 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft CRIT.DEPTH 567.70 38.33 565.00 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 565.00 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 565.00 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 565.00 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 565.00 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 565.00 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 565.00 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 565.00 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 565.00 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 565.00 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 565.00 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.114 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 565.00 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.115 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 565.00 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 565.00 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 565.00 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 565.00 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 565.00 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 565.00 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 565.00 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 565.00 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 565.00 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 565.00 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 565.00 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 565.00 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 565.00 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 565.00 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 565.00 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.116 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 565.00 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 565.00 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 565.00 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 565.00 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 565.00 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 565.00 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 565.00 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 565.00 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 565.00 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 565.00 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 565.00 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 565.00 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 565.00 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 565.00 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 565.00 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.117 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 565.00 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 565.00 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 565.00 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 565.00 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 565.00 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 565.00 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 565.00 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 565.00 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 565.00 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 565.00 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 565.00 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.118 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 565.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 565.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 565.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 565.30 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 565.40 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 565.50 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.119 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.120 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.121 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 565.25 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 565.25 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 565.25 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 565.25 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 565.25 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 565.25 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.122 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 565.25 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 565.25 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 565.25 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 565.25 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 565.25 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 565.25 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 565.25 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 565.25 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 565.25 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 565.25 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 565.25 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 565.25 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 565.25 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 565.25 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 565.25 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 565.25 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 565.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.123 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 565.25 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 565.25 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 565.25 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 565.25 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 565.25 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 565.25 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 565.25 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 565.25 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 565.25 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 565.25 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 565.25 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 565.25 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.124 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.58 565.25 .000 REVERSE BACKWATER.. Vh= .000ft twDi= 1.250ft Lbw= 70.0ft 565.10 -.58 565.25 .000 REVERSE BACKWATER.. Vh= .000ft twDi= 1.250ft Lbw= 70.0ft 565.20 -.56 565.25 .000 REVERSE BACKWATER.. Vh= .000ft twDi= 1.249ft Lbw= 70.0ft 565.25 .00 565.25 .000 HW = TW elev 565.30 .69 565.25 .000 BACKWATER CONTROL.. Vh= .052ft hwDi= .212ft Lbw= 70.0ft 565.40 1.16 565.25 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .254ft H.JUMP IN PIPE 565.50 1.78 565.25 .000 CRIT.DEPTH CONTROL Vh= .108ft Dcr= .315ft H.JUMP IN PIPE 565.60 2.56 565.25 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .378ft H.JUMP IN PIPE 565.70 3.44 565.25 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft H.JUMP IN PIPE 565.75 3.92 565.25 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft H.JUMP IN PIPE 565.80 4.43 565.25 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft H.JUMP IN PIPE 565.90 5.54 565.25 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft H.JUMP IN PIPE 566.00 6.76 565.25 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft H.JUMP IN PIPE 566.10 8.09 565.25 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft H.JUMP IN PIPE 566.20 9.51 565.25 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.125 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 565.25 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft H.JUMP IN PIPE 566.30 11.03 565.25 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft H.JUMP IN PIPE 566.40 12.61 565.25 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft H.JUMP IN PIPE 566.50 14.29 565.25 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft H.JUMP IN PIPE 566.60 16.03 565.25 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft H.JUMP IN PIPE 566.70 17.86 565.25 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft H.JUMP IN PIPE 566.75 18.78 565.25 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft H.JUMP IN PIPE 566.80 19.74 565.25 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft H.JUMP IN PIPE 566.90 21.66 565.25 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft H.JUMP IN PIPE 567.00 23.66 565.25 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft H.JUMP IN PIPE 567.10 25.68 565.25 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft H.JUMP IN PIPE 567.20 27.71 565.25 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft CRIT.DEPTH 567.25 28.76 565.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft CRIT.DEPTH 567.30 29.80 565.25 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft CRIT.DEPTH 567.40 31.94 565.25 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.126 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 565.25 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft CRIT.DEPTH 567.60 36.19 565.25 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft CRIT.DEPTH 567.70 38.33 565.25 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 565.25 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 565.25 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 565.25 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 565.25 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 565.25 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 565.25 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 565.25 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 565.25 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 565.25 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 565.25 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.127 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 565.25 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.128 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 565.25 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 565.25 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 565.25 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 565.25 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 565.25 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 565.25 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 565.25 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 565.25 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 565.25 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 565.25 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 565.25 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 565.25 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 565.25 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 565.25 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 565.25 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.129 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 565.25 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 565.25 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 565.25 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 565.25 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 565.25 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 565.25 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 565.25 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 565.25 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 565.25 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 565.25 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 565.25 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 565.25 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 565.25 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 565.25 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 565.25 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.130 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 565.25 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 565.25 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 565.25 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 565.25 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 565.25 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 565.25 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 565.25 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 565.25 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 565.25 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 565.25 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 565.25 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.131 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 565.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 565.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 565.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 565.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 565.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 565.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 565.60 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 565.70 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 565.75 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.132 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.133 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.134 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 565.50 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 565.50 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 565.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 565.50 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 565.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 565.50 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.135 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 565.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 565.50 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 565.50 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 565.50 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 565.50 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 565.50 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 565.50 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 565.50 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 565.50 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 565.50 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 565.50 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 565.50 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 565.50 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 565.50 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 565.50 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 565.50 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 565.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.136 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 565.50 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 565.50 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 565.50 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 565.50 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 565.50 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 565.50 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 565.50 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 565.50 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 565.50 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 565.50 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 565.50 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 565.50 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.137 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -2.26 565.50 .000 REVERSE BACKWATER.. Vh= .003ft twDi= 1.495ft Lbw= 70.0ft 565.10 -2.26 565.50 .000 REVERSE BACKWATER.. Vh= .003ft twDi= 1.495ft Lbw= 70.0ft 565.20 -2.26 565.50 .000 REVERSE BACKWATER.. Vh= .003ft twDi= 1.495ft Lbw= 70.0ft 565.25 -2.26 565.50 .000 REVERSE BACKWATER.. Vh= .003ft twDi= 1.495ft Lbw= 70.0ft 565.30 -2.26 565.50 .000 REVERSE BACKWATER.. Vh= .003ft twDi= 1.495ft Lbw= 70.0ft 565.40 -2.19 565.50 .000 REVERSE BACKWATER.. Vh= .002ft twDi= 1.496ft Lbw= 70.0ft 565.50 .00 565.50 .000 HW = TW elev 565.60 2.69 565.50 .000 BACKWATER CONTROL.. Vh= .104ft hwDi= .423ft Lbw= 70.0ft 565.70 3.44 565.50 .000 CRIT.DEPTH CONTROL Vh= .153ft Dcr= .440ft H.JUMP IN PIPE 565.75 3.92 565.50 .000 CRIT.DEPTH CONTROL Vh= .165ft Dcr= .470ft H.JUMP IN PIPE 565.80 4.43 565.50 .000 CRIT.DEPTH CONTROL Vh= .176ft Dcr= .500ft H.JUMP IN PIPE 565.90 5.54 565.50 .000 CRIT.DEPTH CONTROL Vh= .199ft Dcr= .561ft H.JUMP IN PIPE 566.00 6.76 565.50 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft H.JUMP IN PIPE 566.10 8.09 565.50 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft H.JUMP IN PIPE 566.20 9.51 565.50 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.138 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 565.50 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft H.JUMP IN PIPE 566.30 11.03 565.50 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft H.JUMP IN PIPE 566.40 12.61 565.50 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft H.JUMP IN PIPE 566.50 14.29 565.50 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft H.JUMP IN PIPE 566.60 16.03 565.50 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft H.JUMP IN PIPE 566.70 17.86 565.50 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft H.JUMP IN PIPE 566.75 18.78 565.50 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft H.JUMP IN PIPE 566.80 19.74 565.50 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft H.JUMP IN PIPE 566.90 21.66 565.50 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft H.JUMP IN PIPE 567.00 23.66 565.50 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft H.JUMP IN PIPE 567.10 25.68 565.50 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft H.JUMP IN PIPE 567.20 27.71 565.50 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft H.JUMP IN PIPE 567.25 28.76 565.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft H.JUMP IN PIPE 567.30 29.80 565.50 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft H.JUMP IN PIPE 567.40 31.94 565.50 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.139 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 565.50 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft H.JUMP IN PIPE 567.60 36.19 565.50 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft H.JUMP IN PIPE 567.70 38.33 565.50 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft CRIT.DEPTH 567.75 39.41 565.50 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft CRIT.DEPTH 567.80 40.50 565.50 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft CRIT.DEPTH 567.90 42.64 565.50 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft CRIT.DEPTH 568.00 44.74 565.50 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft CRIT.DEPTH 568.10 46.84 565.50 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft CRIT.DEPTH 568.20 48.94 565.50 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft CRIT.DEPTH 568.25 49.95 565.50 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft CRIT.DEPTH 568.30 51.01 565.50 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 565.50 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 565.50 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.140 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 565.50 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.141 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 565.50 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 565.50 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 565.50 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 565.50 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 565.50 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 565.50 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 565.50 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 565.50 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 565.50 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 565.50 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 565.50 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 565.50 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 565.50 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 565.50 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 565.50 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.142 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 565.50 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 565.50 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 565.50 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 565.50 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 565.50 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 565.50 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 565.50 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 565.50 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 565.50 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 565.50 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 565.50 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 565.50 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 565.50 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 565.50 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 565.50 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.143 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 565.50 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 565.50 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 565.50 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 565.50 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 565.50 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 565.50 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 565.50 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 565.50 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 565.50 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 565.50 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 565.50 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.144 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 565.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 565.80 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 565.90 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.00 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.145 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.146 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.147 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 565.75 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 565.75 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 565.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 565.75 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 565.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 565.75 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.148 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 565.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 565.75 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 565.75 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 565.75 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 565.75 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 565.75 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 565.75 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 565.75 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 565.75 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 565.75 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 565.75 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 565.75 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 565.75 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 565.75 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 565.75 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 565.75 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 565.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.149 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 565.75 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 565.75 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 565.75 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 565.75 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 565.75 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 565.75 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 565.75 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 565.75 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 565.75 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 565.75 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 565.75 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 565.75 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.150 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -4.91 565.75 .000 REVERSE BACKWATER.. Vh= .009ft twDi= 1.734ft Lbw= 70.0ft 565.10 -4.91 565.75 .000 REVERSE BACKWATER.. Vh= .009ft twDi= 1.734ft Lbw= 70.0ft 565.20 -4.91 565.75 .000 REVERSE BACKWATER.. Vh= .009ft twDi= 1.734ft Lbw= 70.0ft 565.25 -4.91 565.75 .000 REVERSE BACKWATER.. Vh= .009ft twDi= 1.734ft Lbw= 70.0ft 565.30 -4.91 565.75 .000 REVERSE BACKWATER.. Vh= .009ft twDi= 1.734ft Lbw= 70.0ft 565.40 -4.91 565.75 .000 REVERSE BACKWATER.. Vh= .009ft twDi= 1.734ft Lbw= 70.0ft 565.50 -4.91 565.75 .000 REVERSE BACKWATER.. Vh= .009ft twDi= 1.734ft Lbw= 70.0ft 565.60 -4.72 565.75 .000 REVERSE BACKWATER.. Vh= .008ft twDi= 1.736ft Lbw= 70.0ft 565.70 -3.29 565.75 .000 REVERSE BACKWATER.. Vh= .004ft twDi= 1.744ft Lbw= 70.0ft 565.75 .00 565.75 .000 HW = TW elev 565.80 3.84 565.75 .000 BACKWATER CONTROL.. Vh= .047ft hwDi= .721ft Lbw= 70.0ft 565.90 5.87 565.75 .000 BACKWATER CONTROL.. Vh= .149ft hwDi= .647ft Lbw= 70.0ft 566.00 6.76 565.75 .000 CRIT.DEPTH CONTROL Vh= .222ft Dcr= .622ft H.JUMP IN PIPE 566.10 8.09 565.75 .000 CRIT.DEPTH CONTROL Vh= .246ft Dcr= .681ft H.JUMP IN PIPE 566.20 9.51 565.75 .000 CRIT.DEPTH CONTROL Vh= .270ft Dcr= .741ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.151 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.25 565.75 .000 CRIT.DEPTH CONTROL Vh= .282ft Dcr= .771ft H.JUMP IN PIPE 566.30 11.03 565.75 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft H.JUMP IN PIPE 566.40 12.61 565.75 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft H.JUMP IN PIPE 566.50 14.29 565.75 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft H.JUMP IN PIPE 566.60 16.03 565.75 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft H.JUMP IN PIPE 566.70 17.86 565.75 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft H.JUMP IN PIPE 566.75 18.78 565.75 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft H.JUMP IN PIPE 566.80 19.74 565.75 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft H.JUMP IN PIPE 566.90 21.66 565.75 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft H.JUMP IN PIPE 567.00 23.66 565.75 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft H.JUMP IN PIPE 567.10 25.68 565.75 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft H.JUMP IN PIPE 567.20 27.71 565.75 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft H.JUMP IN PIPE 567.25 28.76 565.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft H.JUMP IN PIPE 567.30 29.80 565.75 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft H.JUMP IN PIPE 567.40 31.94 565.75 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.152 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 565.75 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft H.JUMP IN PIPE 567.60 36.19 565.75 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft H.JUMP IN PIPE 567.70 38.33 565.75 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft H.JUMP IN PIPE 567.75 39.41 565.75 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft H.JUMP IN PIPE 567.80 40.50 565.75 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft H.JUMP IN PIPE 567.90 42.64 565.75 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft H.JUMP IN PIPE 568.00 44.74 565.75 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft H.JUMP IN PIPE 568.10 46.84 565.75 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft H.JUMP IN PIPE 568.20 48.94 565.75 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft H.JUMP IN PIPE 568.25 49.95 565.75 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft H.JUMP IN PIPE 568.30 51.01 565.75 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft CRIT.DEPTH 568.40 53.04 565.75 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft CRIT.DEPTH 568.50 55.04 565.75 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft CRIT.DEPTH 568.60 57.02 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft CRIT.DEPTH 568.70 58.94 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.153 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft CRIT.DEPTH 568.80 60.85 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft CRIT.DEPTH 568.90 62.70 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft CRIT.DEPTH 569.00 64.55 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft CRIT.DEPTH 569.10 66.32 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft CRIT.DEPTH 569.20 68.08 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft CRIT.DEPTH 569.25 68.94 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 565.75 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.154 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 565.75 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 565.75 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 565.75 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 565.75 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 565.75 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 565.75 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 565.75 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 565.75 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 565.75 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 565.75 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 565.75 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 565.75 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 565.75 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 565.75 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 565.75 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.155 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 565.75 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 565.75 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 565.75 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 565.75 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 565.75 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 565.75 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 565.75 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 565.75 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 565.75 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 565.75 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 565.75 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 565.75 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 565.75 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 565.75 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 565.75 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.156 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 565.75 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 565.75 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 565.75 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 565.75 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 565.75 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 565.75 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 565.75 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 565.75 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 565.75 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 565.75 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 565.75 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.157 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 566.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.10 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.20 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.25 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.158 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.159 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.160 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 566.00 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 566.00 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 566.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 566.00 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 566.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 566.00 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.161 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 566.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 566.00 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 566.00 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 566.00 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 566.00 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 566.00 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 566.00 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 566.00 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 566.00 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 566.00 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 566.00 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 566.00 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 566.00 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 566.00 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 566.00 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 566.00 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 566.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.162 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 566.00 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 566.00 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 566.00 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 566.00 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 566.00 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 566.00 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 566.00 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 566.00 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 566.00 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 566.00 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 566.00 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 566.00 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.163 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.10 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.20 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.25 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.30 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.40 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.50 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.60 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.70 -8.39 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.966ft Lbw= 70.0ft 565.75 -8.30 566.00 .000 REVERSE BACKWATER.. Vh= .020ft twDi= 1.967ft Lbw= 70.0ft 565.80 -7.96 566.00 .000 REVERSE BACKWATER.. Vh= .018ft twDi= 1.969ft Lbw= 70.0ft 565.90 -6.44 566.00 .000 REVERSE BACKWATER.. Vh= .012ft twDi= 1.980ft Lbw= 70.0ft 566.00 .00 566.00 .000 HW = TW elev 566.10 7.56 566.00 .000 BACKWATER CONTROL.. Vh= .086ft hwDi= .953ft Lbw= 70.0ft 566.20 10.02 566.00 .000 BACKWATER CONTROL.. Vh= .182ft hwDi= .891ft Lbw= 70.0ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.164 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 10.72 566.00 .000 BACKWATER CONTROL.. Vh= .237ft hwDi= .848ft Lbw= 70.0ft 566.30 11.03 566.00 .000 CRIT.DEPTH CONTROL Vh= .294ft Dcr= .800ft H.JUMP IN PIPE 566.40 12.61 566.00 .000 CRIT.DEPTH CONTROL Vh= .318ft Dcr= .858ft H.JUMP IN PIPE 566.50 14.29 566.00 .000 CRIT.DEPTH CONTROL Vh= .344ft Dcr= .916ft H.JUMP IN PIPE 566.60 16.03 566.00 .000 CRIT.DEPTH CONTROL Vh= .369ft Dcr= .972ft H.JUMP IN PIPE 566.70 17.86 566.00 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft H.JUMP IN PIPE 566.75 18.78 566.00 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft H.JUMP IN PIPE 566.80 19.74 566.00 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft H.JUMP IN PIPE 566.90 21.66 566.00 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft H.JUMP IN PIPE 567.00 23.66 566.00 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft H.JUMP IN PIPE 567.10 25.68 566.00 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft H.JUMP IN PIPE 567.20 27.71 566.00 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft H.JUMP IN PIPE 567.25 28.76 566.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft H.JUMP IN PIPE 567.30 29.80 566.00 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft H.JUMP IN PIPE 567.40 31.94 566.00 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.165 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 566.00 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft H.JUMP IN PIPE 567.60 36.19 566.00 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft H.JUMP IN PIPE 567.70 38.33 566.00 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft H.JUMP IN PIPE 567.75 39.41 566.00 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft H.JUMP IN PIPE 567.80 40.50 566.00 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft H.JUMP IN PIPE 567.90 42.64 566.00 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft H.JUMP IN PIPE 568.00 44.74 566.00 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft H.JUMP IN PIPE 568.10 46.84 566.00 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft H.JUMP IN PIPE 568.20 48.94 566.00 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft H.JUMP IN PIPE 568.25 49.95 566.00 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft H.JUMP IN PIPE 568.30 51.01 566.00 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft H.JUMP IN PIPE 568.40 53.04 566.00 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft H.JUMP IN PIPE 568.50 55.04 566.00 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft H.JUMP IN PIPE 568.60 57.02 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft H.JUMP IN PIPE 568.70 58.94 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.166 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft H.JUMP IN PIPE 568.80 60.85 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft H.JUMP IN PIPE 568.90 62.70 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft H.JUMP IN PIPE 569.00 64.55 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft H.JUMP IN PIPE 569.10 66.32 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft H.JUMP IN PIPE 569.20 68.08 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft H.JUMP IN PIPE 569.25 68.94 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft CRIT.DEPTH 569.30 69.78 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft CRIT.DEPTH 569.40 71.48 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft CRIT.DEPTH 569.50 73.14 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft CRIT.DEPTH 569.60 74.74 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.498ft Dcr= 2.053ft CRIT.DEPTH 569.70 76.34 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.550ft Dcr= 2.066ft CRIT.DEPTH 569.75 77.09 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.575ft Dcr= 2.072ft CRIT.DEPTH 569.80 77.88 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.602ft Dcr= 2.077ft CRIT.DEPTH 569.90 79.40 566.00 .000 CRIT.DEPTH CONTROL Vh= 1.654ft Dcr= 2.088ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.167 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 80.84 566.00 .000 FULL FLOW...Lfull=7.44ft Vh=1.606ft HL=2.857ft 570.10 81.45 566.00 .000 FULL FLOW...Lfull=25.87ft Vh=1.631ft HL=3.219ft 570.20 82.23 566.00 .000 FULL FLOW...Lfull=37.42ft Vh=1.662ft HL=3.485ft 570.30 83.09 566.00 .000 FULL FLOW...Lfull=44.61ft Vh=1.697ft HL=3.687ft 570.40 83.99 566.00 .000 FULL FLOW...Lfull=49.44ft Vh=1.734ft HL=3.856ft 570.50 84.89 566.00 .000 FULL FLOW...Lfull=53.31ft Vh=1.771ft HL=4.012ft 570.60 85.78 566.00 .000 FULL FLOW...Lfull=56.14ft Vh=1.808ft HL=4.151ft 570.70 86.69 566.00 .000 FULL FLOW...Lfull=58.40ft Vh=1.847ft HL=4.283ft 570.80 87.63 566.00 .000 FULL FLOW...Lfull=59.59ft Vh=1.887ft HL=4.401ft 570.90 88.53 566.00 .000 FULL FLOW...Lfull=60.93ft Vh=1.926ft HL=4.520ft 571.00 89.44 566.00 .000 FULL FLOW...Lfull=62.11ft Vh=1.966ft HL=4.637ft 571.10 90.34 566.00 .000 FULL FLOW...Lfull=63.01ft Vh=2.006ft HL=4.750ft 571.20 91.22 566.00 .000 FULL FLOW...Lfull=63.79ft Vh=2.045ft HL=4.861ft 571.30 92.11 566.00 .000 FULL FLOW...Lfull=64.48ft Vh=2.085ft HL=4.971ft 571.40 93.00 566.00 .000 FULL FLOW...Lfull=65.00ft Vh=2.125ft HL=5.078ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.168 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.87 566.00 .000 FULL FLOW...Lfull=65.53ft Vh=2.165ft HL=5.186ft 571.60 94.74 566.00 .000 FULL FLOW...Lfull=65.90ft Vh=2.206ft HL=5.292ft 571.70 95.60 566.00 .000 FULL FLOW...Lfull=66.36ft Vh=2.246ft HL=5.399ft 571.80 96.44 566.00 .000 FULL FLOW...Lfull=66.63ft Vh=2.286ft HL=5.501ft 571.90 97.30 566.00 .000 FULL FLOW...Lfull=66.88ft Vh=2.327ft HL=5.606ft 572.00 98.15 566.00 .000 FULL FLOW...Lfull=67.08ft Vh=2.367ft HL=5.709ft 572.10 98.95 566.00 .000 FULL FLOW...Lfull=67.51ft Vh=2.406ft HL=5.814ft 572.20 99.80 566.00 .000 FULL FLOW...Lfull=67.63ft Vh=2.448ft HL=5.917ft 572.30 100.62 566.00 .000 FULL FLOW...Lfull=67.78ft Vh=2.488ft HL=6.018ft 572.40 101.44 566.00 .000 FULL FLOW...Lfull=67.90ft Vh=2.529ft HL=6.120ft 572.50 102.26 566.00 .000 FULL FLOW...Lfull=68.00ft Vh=2.570ft HL=6.222ft 572.60 103.00 566.00 .000 FULL FLOW...Lfull=68.66ft Vh=2.607ft HL=6.331ft 572.70 103.81 566.00 .000 FULL FLOW...Lfull=68.69ft Vh=2.648ft HL=6.432ft 572.80 104.61 566.00 .000 FULL FLOW...Lfull=68.74ft Vh=2.689ft HL=6.532ft 572.90 105.40 566.00 .000 FULL FLOW...Lfull=68.78ft Vh=2.730ft HL=6.633ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.169 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.18 566.00 .000 FULL FLOW...Lfull=68.82ft Vh=2.771ft HL=6.733ft 573.10 106.97 566.00 .000 FULL FLOW...Lfull=68.85ft Vh=2.812ft HL=6.834ft 573.20 107.74 566.00 .000 FULL FLOW...Lfull=68.89ft Vh=2.853ft HL=6.934ft 573.30 108.51 566.00 .000 FULL FLOW...Lfull=68.92ft Vh=2.894ft HL=7.035ft 573.40 109.27 566.00 .000 FULL FLOW...Lfull=68.95ft Vh=2.934ft HL=7.135ft 573.50 110.04 566.00 .000 FULL FLOW...Lfull=68.98ft Vh=2.976ft HL=7.235ft 573.60 110.80 566.00 .000 FULL FLOW...Lfull=69.00ft Vh=3.017ft HL=7.337ft 573.70 111.53 566.00 .000 FULL FLOW...Lfull=69.08ft Vh=3.057ft HL=7.437ft 573.80 112.28 566.00 .000 FULL FLOW...Lfull=69.10ft Vh=3.098ft HL=7.538ft 573.90 113.02 566.00 .000 FULL FLOW...Lfull=69.14ft Vh=3.139ft HL=7.639ft 574.00 113.74 566.00 .000 FULL FLOW...Lfull=69.18ft Vh=3.179ft HL=7.738ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.170 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 566.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 566.30 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.171 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 566.50 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.172 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.173 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 566.25 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 566.25 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 566.25 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 566.25 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 566.25 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 566.25 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.174 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 566.25 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 566.25 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 566.25 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 566.25 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 566.25 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 566.25 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 566.25 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 566.25 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 566.25 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 566.25 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 566.25 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 566.25 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 566.25 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 566.25 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 566.25 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 566.25 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 566.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.175 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 566.25 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 566.25 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 566.25 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 566.25 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 566.25 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 566.25 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 566.25 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 566.25 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 566.25 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 566.25 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 566.25 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 566.25 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.176 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.10 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.20 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.25 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.30 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.40 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.50 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.60 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.70 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.75 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.80 -12.45 566.25 .000 REVERSE BACKWATER.. Vh= .039ft twDi= 2.184ft Lbw= 70.0ft 565.90 -12.40 566.25 .000 REVERSE BACKWATER.. Vh= .038ft twDi= 2.185ft Lbw= 70.0ft 566.00 -11.68 566.25 .000 REVERSE BACKWATER.. Vh= .034ft twDi= 2.191ft Lbw= 70.0ft 566.10 -10.01 566.25 .000 REVERSE BACKWATER.. Vh= .025ft twDi= 2.208ft Lbw= 70.0ft 566.20 -6.29 566.25 .000 REVERSE BACKWATER.. Vh= .010ft twDi= 2.234ft Lbw= 70.0ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.177 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 .00 566.25 .000 HW = TW elev 566.30 6.98 566.25 .000 BACKWATER CONTROL.. Vh= .038ft hwDi= 1.236ft Lbw= 70.0ft 566.40 11.83 566.25 .000 BACKWATER CONTROL.. Vh= .116ft hwDi= 1.204ft Lbw= 70.0ft 566.50 14.82 566.25 .000 BACKWATER CONTROL.. Vh= .198ft hwDi= 1.162ft Lbw= 70.0ft 566.60 16.83 566.25 .000 BACKWATER CONTROL.. Vh= .293ft hwDi= 1.103ft Lbw= 70.0ft 566.70 17.86 566.25 .000 CRIT.DEPTH CONTROL Vh= .395ft Dcr= 1.028ft H.JUMP IN PIPE 566.75 18.78 566.25 .000 CRIT.DEPTH CONTROL Vh= .408ft Dcr= 1.056ft H.JUMP IN PIPE 566.80 19.74 566.25 .000 CRIT.DEPTH CONTROL Vh= .421ft Dcr= 1.084ft H.JUMP IN PIPE 566.90 21.66 566.25 .000 CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.138ft H.JUMP IN PIPE 567.00 23.66 566.25 .000 CRIT.DEPTH CONTROL Vh= .476ft Dcr= 1.191ft H.JUMP IN PIPE 567.10 25.68 566.25 .000 CRIT.DEPTH CONTROL Vh= .504ft Dcr= 1.244ft H.JUMP IN PIPE 567.20 27.71 566.25 .000 CRIT.DEPTH CONTROL Vh= .532ft Dcr= 1.294ft H.JUMP IN PIPE 567.25 28.76 566.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft H.JUMP IN PIPE 567.30 29.80 566.25 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft H.JUMP IN PIPE 567.40 31.94 566.25 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.178 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 566.25 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft H.JUMP IN PIPE 567.60 36.19 566.25 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft H.JUMP IN PIPE 567.70 38.33 566.25 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft H.JUMP IN PIPE 567.75 39.41 566.25 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft H.JUMP IN PIPE 567.80 40.50 566.25 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft H.JUMP IN PIPE 567.90 42.64 566.25 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft H.JUMP IN PIPE 568.00 44.74 566.25 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft H.JUMP IN PIPE 568.10 46.84 566.25 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft H.JUMP IN PIPE 568.20 48.94 566.25 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft H.JUMP IN PIPE 568.25 49.95 566.25 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft H.JUMP IN PIPE 568.30 51.01 566.25 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft H.JUMP IN PIPE 568.40 53.04 566.25 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft H.JUMP IN PIPE 568.50 55.04 566.25 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft H.JUMP IN PIPE 568.60 57.02 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft H.JUMP IN PIPE 568.70 58.94 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.069ft Dcr= 1.883ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.179 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 59.89 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.896ft H.JUMP IN PIPE 568.80 60.85 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.113ft Dcr= 1.908ft H.JUMP IN PIPE 568.90 62.70 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.158ft Dcr= 1.931ft H.JUMP IN PIPE 569.00 64.55 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.204ft Dcr= 1.953ft H.JUMP IN PIPE 569.10 66.32 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.251ft Dcr= 1.973ft H.JUMP IN PIPE 569.20 68.08 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.299ft Dcr= 1.992ft H.JUMP IN PIPE 569.25 68.94 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.001ft H.JUMP IN PIPE 569.30 69.78 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.347ft Dcr= 2.009ft H.JUMP IN PIPE 569.40 71.48 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.397ft Dcr= 2.025ft H.JUMP IN PIPE 569.50 73.14 566.25 .000 CRIT.DEPTH CONTROL Vh= 1.447ft Dcr= 2.040ft H.JUMP IN PIPE 569.60 74.70 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.371ft HL=3.350ft 569.70 75.81 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.413ft HL=3.450ft 569.75 76.37 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.501ft 569.80 76.90 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.453ft HL=3.550ft 569.90 77.98 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.494ft HL=3.650ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.180 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 79.03 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.535ft HL=3.750ft 570.10 80.09 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.576ft HL=3.850ft 570.20 81.11 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.617ft HL=3.949ft 570.30 82.14 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.658ft HL=4.050ft 570.40 83.16 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.699ft HL=4.151ft 570.50 84.15 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.740ft HL=4.251ft 570.60 85.13 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.781ft HL=4.350ft 570.70 86.11 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.822ft HL=4.451ft 570.80 87.06 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.863ft HL=4.550ft 570.90 88.01 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.903ft HL=4.649ft 571.00 88.95 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.944ft HL=4.750ft 571.10 89.89 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.986ft HL=4.851ft 571.20 90.80 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.026ft HL=4.949ft 571.30 91.73 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.068ft HL=5.051ft 571.40 92.62 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.108ft HL=5.150ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.181 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 93.51 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.149ft HL=5.249ft 571.60 94.41 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.190ft HL=5.350ft 571.70 95.29 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.231ft HL=5.450ft 571.80 96.16 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.272ft HL=5.550ft 571.90 97.02 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.313ft HL=5.651ft 572.00 97.88 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.354ft HL=5.751ft 572.10 98.72 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.395ft HL=5.850ft 572.20 99.57 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.436ft HL=5.951ft 572.30 100.40 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.477ft HL=6.051ft 572.40 101.22 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.518ft HL=6.150ft 572.50 102.05 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.559ft HL=6.251ft 572.60 102.85 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.600ft HL=6.350ft 572.70 103.66 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.641ft HL=6.450ft 572.80 104.46 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.681ft HL=6.549ft 572.90 105.25 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.722ft HL=6.649ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.182 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 106.05 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.764ft HL=6.750ft 573.10 106.83 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.805ft HL=6.851ft 573.20 107.60 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.845ft HL=6.950ft 573.30 108.37 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.886ft HL=7.050ft 573.40 109.15 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.928ft HL=7.151ft 573.50 109.91 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.969ft HL=7.251ft 573.60 110.65 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=3.009ft HL=7.350ft 573.70 111.40 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=3.050ft HL=7.449ft 573.80 112.15 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=3.091ft HL=7.550ft 573.90 112.89 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=3.132ft HL=7.649ft 574.00 113.62 566.25 .000 FULL FLOW...Lfull=70.01ft Vh=3.173ft HL=7.749ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.183 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.184 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 566.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 566.60 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 566.70 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 566.75 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.185 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.186 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 566.50 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 566.50 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 566.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 566.50 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 566.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 566.50 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.187 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 566.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 566.50 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 566.50 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 566.50 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 566.50 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 566.50 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 566.50 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 566.50 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 566.50 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 566.50 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 566.50 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 566.50 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 566.50 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 566.50 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 566.50 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 566.50 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 566.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.188 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 566.50 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 566.50 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 566.50 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 566.50 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 566.50 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 566.50 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 566.50 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 566.50 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 566.50 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 566.50 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 566.50 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 566.50 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 566.50 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 566.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 566.50 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 566.50 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.189 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.10 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.20 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.25 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.30 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.40 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.50 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.60 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.70 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.75 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.80 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 565.90 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 566.00 -16.83 566.50 .000 REVERSE FULL: Lfull=8.74ft Vh=.070ft HL=.125ft 566.10 -16.55 566.50 .000 REVERSE FULL: Lfull=9.08ft Vh=.067ft HL=.121ft 566.20 -15.54 566.50 .000 REVERSE FULL: Lfull=9.98ft Vh=.059ft HL=.107ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.190 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -14.73 566.50 .000 REVERSE FULL: Lfull=10.75ft Vh=.053ft HL=.097ft 566.30 -13.64 566.50 .000 REVERSE FULL: Lfull=11.67ft Vh=.046ft HL=.083ft 566.40 -10.30 566.50 .000 REVERSE FULL: Lfull=14.18ft Vh=.026ft HL=.048ft 566.50 .00 566.50 .000 HW = TW elev 566.60 11.31 566.50 .000 BACKWATER CONTROL.. Vh= .063ft hwDi= 1.493ft Lbw= 52.1ft 566.70 15.93 566.50 .000 BACKWATER CONTROL.. Vh= .127ft hwDi= 1.484ft Lbw= 51.7ft 566.75 17.80 566.50 .000 BACKWATER CONTROL.. Vh= .160ft hwDi= 1.479ft Lbw= 51.4ft 566.80 19.43 566.50 .000 BACKWATER CONTROL.. Vh= .193ft hwDi= 1.473ft Lbw= 51.2ft 566.90 22.33 566.50 .000 BACKWATER CONTROL.. Vh= .260ft hwDi= 1.458ft Lbw= 50.7ft 567.00 24.74 566.50 .000 BACKWATER CONTROL.. Vh= .329ft hwDi= 1.440ft Lbw= 50.3ft 567.10 26.82 566.50 .000 BACKWATER CONTROL.. Vh= .404ft hwDi= 1.413ft Lbw= 49.9ft 567.20 28.41 566.50 .000 BACKWATER CONTROL.. Vh= .492ft hwDi= 1.364ft Lbw= 49.5ft 567.25 28.76 566.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.320ft H.JUMP IN PIPE 567.30 29.80 566.50 .000 CRIT.DEPTH CONTROL Vh= .562ft Dcr= 1.345ft H.JUMP IN PIPE 567.40 31.94 566.50 .000 CRIT.DEPTH CONTROL Vh= .592ft Dcr= 1.394ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.191 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.04 566.50 .000 CRIT.DEPTH CONTROL Vh= .623ft Dcr= 1.441ft H.JUMP IN PIPE 567.60 36.19 566.50 .000 CRIT.DEPTH CONTROL Vh= .654ft Dcr= 1.487ft H.JUMP IN PIPE 567.70 38.33 566.50 .000 CRIT.DEPTH CONTROL Vh= .687ft Dcr= 1.532ft H.JUMP IN PIPE 567.75 39.41 566.50 .000 CRIT.DEPTH CONTROL Vh= .704ft Dcr= 1.553ft H.JUMP IN PIPE 567.80 40.50 566.50 .000 CRIT.DEPTH CONTROL Vh= .721ft Dcr= 1.575ft H.JUMP IN PIPE 567.90 42.64 566.50 .000 CRIT.DEPTH CONTROL Vh= .756ft Dcr= 1.617ft H.JUMP IN PIPE 568.00 44.74 566.50 .000 CRIT.DEPTH CONTROL Vh= .791ft Dcr= 1.656ft H.JUMP IN PIPE 568.10 46.84 566.50 .000 CRIT.DEPTH CONTROL Vh= .827ft Dcr= 1.694ft H.JUMP IN PIPE 568.20 48.94 566.50 .000 CRIT.DEPTH CONTROL Vh= .865ft Dcr= 1.730ft H.JUMP IN PIPE 568.25 49.95 566.50 .000 CRIT.DEPTH CONTROL Vh= .883ft Dcr= 1.747ft H.JUMP IN PIPE 568.30 51.01 566.50 .000 CRIT.DEPTH CONTROL Vh= .903ft Dcr= 1.764ft H.JUMP IN PIPE 568.40 53.04 566.50 .000 CRIT.DEPTH CONTROL Vh= .943ft Dcr= 1.797ft H.JUMP IN PIPE 568.50 55.04 566.50 .000 CRIT.DEPTH CONTROL Vh= .984ft Dcr= 1.827ft H.JUMP IN PIPE 568.60 57.02 566.50 .000 CRIT.DEPTH CONTROL Vh= 1.026ft Dcr= 1.856ft H.JUMP IN PIPE 568.70 60.13 566.50 .000 BACKWATER CONTROL.. Vh= .959ft hwDi= 2.071ft Lbw= 18.6ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.192 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 61.00 566.50 .000 BACKWATER CONTROL.. Vh= .959ft hwDi= 2.120ft Lbw= 15.5ft 568.80 61.81 566.50 .000 BACKWATER CONTROL.. Vh= .965ft hwDi= 2.160ft Lbw= 12.2ft 568.90 63.23 566.50 .000 BACKWATER CONTROL.. Vh= .988ft hwDi= 2.221ft Lbw= 5.3ft 569.00 64.53 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.023ft HL=2.500ft 569.10 65.81 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.064ft HL=2.600ft 569.20 67.07 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.105ft HL=2.700ft 569.25 67.68 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.126ft HL=2.750ft 569.30 68.30 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.146ft HL=2.800ft 569.40 69.51 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.187ft HL=2.900ft 569.50 70.70 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.228ft HL=3.000ft 569.60 71.86 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.269ft HL=3.100ft 569.70 73.02 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.310ft HL=3.201ft 569.75 73.57 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.330ft HL=3.249ft 569.80 74.14 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.351ft HL=3.300ft 569.90 75.26 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.392ft HL=3.400ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.193 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 76.36 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.500ft 570.10 77.45 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.474ft HL=3.601ft 570.20 78.50 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.515ft HL=3.699ft 570.30 79.56 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.555ft HL=3.799ft 570.40 80.61 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.597ft HL=3.900ft 570.50 81.64 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.638ft HL=4.000ft 570.60 82.64 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.678ft HL=4.100ft 570.70 83.65 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.720ft HL=4.200ft 570.80 84.63 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.760ft HL=4.300ft 570.90 85.62 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.801ft HL=4.400ft 571.00 86.58 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.842ft HL=4.500ft 571.10 87.54 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.883ft HL=4.600ft 571.20 88.49 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.924ft HL=4.701ft 571.30 89.42 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.965ft HL=4.800ft 571.40 90.35 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.006ft HL=4.900ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.194 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 91.27 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.047ft HL=5.000ft 571.60 92.17 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.088ft HL=5.100ft 571.70 93.07 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.129ft HL=5.200ft 571.80 93.97 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.170ft HL=5.300ft 571.90 94.85 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.211ft HL=5.401ft 572.00 95.72 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.252ft HL=5.500ft 572.10 96.59 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.293ft HL=5.600ft 572.20 97.44 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.333ft HL=5.699ft 572.30 98.29 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.374ft HL=5.799ft 572.40 99.14 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.416ft HL=5.900ft 572.50 99.98 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.457ft HL=6.001ft 572.60 100.80 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.497ft HL=6.099ft 572.70 101.63 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.538ft HL=6.200ft 572.80 102.45 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.579ft HL=6.300ft 572.90 103.25 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.620ft HL=6.400ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.195 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 104.06 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.661ft HL=6.500ft 573.10 104.86 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.702ft HL=6.600ft 573.20 105.64 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.743ft HL=6.699ft 573.30 106.43 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.784ft HL=6.799ft 573.40 107.22 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.825ft HL=6.900ft 573.50 107.99 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.866ft HL=7.001ft 573.60 108.75 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.907ft HL=7.100ft 573.70 109.52 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.948ft HL=7.200ft 573.80 110.28 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.989ft HL=7.301ft 573.90 111.04 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=3.030ft HL=7.401ft 574.00 111.77 566.50 .000 FULL FLOW...Lfull=70.01ft Vh=3.070ft HL=7.499ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.196 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.197 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 566.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 566.80 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 566.90 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.00 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.198 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.199 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 566.75 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 566.75 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 566.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 566.75 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 566.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 566.75 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.200 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 566.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 566.75 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 566.75 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 566.75 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 566.75 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 566.75 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 566.75 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 566.75 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 566.75 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 566.75 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 566.75 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 566.75 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 566.75 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 566.75 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 566.75 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 566.75 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 566.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.201 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 566.75 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 566.75 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 566.75 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 566.75 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 566.75 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 566.75 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 566.75 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 566.75 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 566.75 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 566.75 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 566.75 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 566.75 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 566.75 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 566.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 566.75 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 566.75 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.202 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.10 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.20 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.25 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.30 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.40 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.50 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.60 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.70 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.75 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.80 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 565.90 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 566.00 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 566.10 -21.34 566.75 .000 REVERSE FULL: Lfull=20.01ft Vh=.112ft HL=.214ft 566.20 -21.22 566.75 .000 REVERSE FULL: Lfull=20.21ft Vh=.111ft HL=.212ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.203 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -20.98 566.75 .000 REVERSE FULL: Lfull=20.55ft Vh=.108ft HL=.207ft 566.30 -20.55 566.75 .000 REVERSE FULL: Lfull=21.00ft Vh=.104ft HL=.200ft 566.40 -19.26 566.75 .000 REVERSE FULL: Lfull=22.64ft Vh=.091ft HL=.177ft 566.50 -17.17 566.75 .000 REVERSE FULL: Lfull=25.10ft Vh=.072ft HL=.142ft 566.60 -13.83 566.75 .000 REVERSE FULL: Lfull=28.36ft Vh=.047ft HL=.094ft 566.70 -8.39 566.75 .000 REVERSE FULL: Lfull=32.59ft Vh=.017ft HL=.035ft 566.75 .00 566.75 .000 HW = TW elev 566.80 8.59 566.75 .000 BACKWATER CONTROL.. Vh= .026ft hwDi= 1.755ft Lbw= 34.5ft 566.90 15.04 566.75 .000 BACKWATER CONTROL.. Vh= .078ft hwDi= 1.767ft Lbw= 33.5ft 567.00 19.43 566.75 .000 BACKWATER CONTROL.. Vh= .129ft hwDi= 1.781ft Lbw= 32.4ft 567.10 23.11 566.75 .000 BACKWATER CONTROL.. Vh= .179ft hwDi= 1.796ft Lbw= 31.2ft 567.20 26.25 566.75 .000 BACKWATER CONTROL.. Vh= .227ft hwDi= 1.814ft Lbw= 30.0ft 567.25 27.72 566.75 .000 BACKWATER CONTROL.. Vh= .250ft hwDi= 1.823ft Lbw= 29.3ft 567.30 29.13 566.75 .000 BACKWATER CONTROL.. Vh= .274ft hwDi= 1.834ft Lbw= 28.6ft 567.40 31.82 566.75 .000 BACKWATER CONTROL.. Vh= .319ft hwDi= 1.858ft Lbw= 27.1ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.204 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 34.34 566.75 .000 BACKWATER CONTROL.. Vh= .362ft hwDi= 1.885ft Lbw= 25.4ft 567.60 36.72 566.75 .000 BACKWATER CONTROL.. Vh= .402ft hwDi= 1.917ft Lbw= 23.6ft 567.70 38.99 566.75 .000 BACKWATER CONTROL.. Vh= .440ft hwDi= 1.952ft Lbw= 21.6ft 567.75 40.13 566.75 .000 BACKWATER CONTROL.. Vh= .458ft hwDi= 1.971ft Lbw= 20.4ft 567.80 41.19 566.75 .000 BACKWATER CONTROL.. Vh= .476ft hwDi= 1.991ft Lbw= 19.3ft 567.90 43.30 566.75 .000 BACKWATER CONTROL.. Vh= .509ft hwDi= 2.035ft Lbw= 16.8ft 568.00 45.32 566.75 .000 BACKWATER CONTROL.. Vh= .542ft hwDi= 2.080ft Lbw= 14.0ft 568.10 47.22 566.75 .000 BACKWATER CONTROL.. Vh= .573ft hwDi= 2.125ft Lbw= 11.0ft 568.20 49.05 566.75 .000 BACKWATER CONTROL.. Vh= .605ft hwDi= 2.172ft Lbw= 7.6ft 568.25 49.95 566.75 .000 BACKWATER CONTROL.. Vh= .621ft hwDi= 2.194ft Lbw= 5.7ft 568.30 50.80 566.75 .000 BACKWATER CONTROL.. Vh= .639ft hwDi= 2.215ft Lbw= 3.8ft 568.40 52.44 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.676ft HL=1.651ft 568.50 54.00 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.717ft HL=1.750ft 568.60 55.51 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.757ft HL=1.850ft 568.70 57.00 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.798ft HL=1.950ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.205 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 57.72 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.819ft HL=2.000ft 568.80 58.43 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.839ft HL=2.049ft 568.90 59.85 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.880ft HL=2.150ft 569.00 61.23 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.921ft HL=2.251ft 569.10 62.56 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=.962ft HL=2.350ft 569.20 63.88 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.003ft HL=2.450ft 569.25 64.52 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.023ft HL=2.499ft 569.30 65.18 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.044ft HL=2.550ft 569.40 66.45 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.085ft HL=2.650ft 569.50 67.69 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.126ft HL=2.751ft 569.60 68.90 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.167ft HL=2.850ft 569.70 70.09 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.207ft HL=2.949ft 569.75 70.70 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.228ft HL=3.000ft 569.80 71.29 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.249ft HL=3.050ft 569.90 72.44 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.290ft HL=3.150ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.206 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 73.58 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.330ft HL=3.249ft 570.10 74.71 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.372ft HL=3.351ft 570.20 75.81 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.412ft HL=3.450ft 570.30 76.91 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.454ft HL=3.551ft 570.40 77.97 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.494ft HL=3.649ft 570.50 79.03 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.535ft HL=3.749ft 570.60 80.09 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.576ft HL=3.851ft 570.70 81.12 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.617ft HL=3.950ft 570.80 82.13 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.658ft HL=4.049ft 570.90 83.16 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.699ft HL=4.151ft 571.00 84.14 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.740ft HL=4.249ft 571.10 85.12 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.781ft HL=4.349ft 571.20 86.10 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.822ft HL=4.450ft 571.30 87.06 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.863ft HL=4.550ft 571.40 88.01 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.903ft HL=4.649ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.207 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 88.95 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.944ft HL=4.749ft 571.60 89.88 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.985ft HL=4.849ft 571.70 90.82 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.027ft HL=4.951ft 571.80 91.71 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.067ft HL=5.049ft 571.90 92.63 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.109ft HL=5.150ft 572.00 93.52 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.149ft HL=5.250ft 572.10 94.40 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.190ft HL=5.349ft 572.20 95.28 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.231ft HL=5.450ft 572.30 96.16 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.272ft HL=5.550ft 572.40 97.02 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.313ft HL=5.650ft 572.50 97.87 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.354ft HL=5.749ft 572.60 98.72 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.395ft HL=5.850ft 572.70 99.56 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.436ft HL=5.950ft 572.80 100.39 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.477ft HL=6.049ft 572.90 101.22 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.518ft HL=6.150ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.208 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 102.04 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.559ft HL=6.250ft 573.10 102.85 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.600ft HL=6.350ft 573.20 103.66 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.641ft HL=6.450ft 573.30 104.46 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.682ft HL=6.550ft 573.40 105.26 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.723ft HL=6.651ft 573.50 106.04 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.763ft HL=6.749ft 573.60 106.83 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.804ft HL=6.850ft 573.70 107.61 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.846ft HL=6.951ft 573.80 108.37 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.886ft HL=7.050ft 573.90 109.14 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.927ft HL=7.150ft 574.00 109.90 566.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.968ft HL=7.250ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.209 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.210 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 567.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.10 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.20 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.25 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.211 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.212 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 567.00 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 567.00 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 567.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 570.50 .31 567.00 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft CRIT.DEPTH 570.60 .54 567.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 567.00 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.213 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 567.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 567.00 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 567.00 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 567.00 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 567.00 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 567.00 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 567.00 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 567.00 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 567.00 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 567.00 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 567.00 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 567.00 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 567.00 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 567.00 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 567.00 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 567.00 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 567.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.214 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 567.00 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 567.00 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 567.00 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 567.00 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 567.00 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 567.00 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 567.00 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 567.00 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 567.00 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 567.00 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 567.00 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 567.00 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 567.00 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 567.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 567.00 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 567.00 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.215 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.10 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.20 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.25 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.30 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.40 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.50 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.60 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.70 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.75 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.80 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 565.90 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 566.00 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 566.10 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft 566.20 -25.80 567.00 .000 REVERSE FULL: Lfull=29.50ft Vh=.164ft HL=.329ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.216 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -25.80 567.00 .000 REVERSE FULL: Lfull=29.49ft Vh=.164ft HL=.329ft 566.30 -25.75 567.00 .000 REVERSE FULL: Lfull=29.55ft Vh=.163ft HL=.328ft 566.40 -25.27 567.00 .000 REVERSE FULL: Lfull=30.28ft Vh=.157ft HL=.317ft 566.50 -24.27 567.00 .000 REVERSE FULL: Lfull=31.85ft Vh=.145ft HL=.295ft 566.60 -22.65 567.00 .000 REVERSE FULL: Lfull=34.28ft Vh=.126ft HL=.260ft 566.70 -20.31 567.00 .000 REVERSE FULL: Lfull=37.55ft Vh=.101ft HL=.213ft 566.75 -18.88 567.00 .000 REVERSE FULL: Lfull=39.54ft Vh=.088ft HL=.186ft 566.80 -17.07 567.00 .000 REVERSE FULL: Lfull=41.69ft Vh=.072ft HL=.153ft 566.90 -12.40 567.00 .000 REVERSE FULL: Lfull=46.71ft Vh=.038ft HL=.083ft 567.00 .00 567.00 .000 HW = TW elev 567.10 12.76 567.00 .000 BACKWATER CONTROL.. Vh= .045ft hwDi= 2.024ft Lbw= 15.9ft 567.20 18.08 567.00 .000 BACKWATER CONTROL.. Vh= .088ft hwDi= 2.051ft Lbw= 14.2ft 567.25 20.21 567.00 .000 BACKWATER CONTROL.. Vh= .109ft hwDi= 2.065ft Lbw= 13.3ft 567.30 22.20 567.00 .000 BACKWATER CONTROL.. Vh= .130ft hwDi= 2.079ft Lbw= 12.3ft 567.40 25.68 567.00 .000 BACKWATER CONTROL.. Vh= .171ft hwDi= 2.110ft Lbw= 10.3ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.217 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 28.78 567.00 .000 BACKWATER CONTROL.. Vh= .211ft hwDi= 2.142ft Lbw= 8.1ft 567.60 31.55 567.00 .000 BACKWATER CONTROL.. Vh= .250ft hwDi= 2.175ft Lbw= 5.9ft 567.70 34.15 567.00 .000 BACKWATER CONTROL.. Vh= .289ft hwDi= 2.210ft Lbw= 3.3ft 567.75 35.32 567.00 .000 BACKWATER CONTROL.. Vh= .308ft hwDi= 2.226ft Lbw= 2.0ft 567.80 36.48 567.00 .000 BACKWATER CONTROL.. Vh= .327ft hwDi= 2.243ft Lbw= .7ft 567.90 38.72 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.368ft HL=.900ft 568.00 40.84 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.410ft HL=1.001ft 568.10 42.81 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.450ft HL=1.100ft 568.20 44.72 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.491ft HL=1.200ft 568.25 45.64 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.512ft HL=1.251ft 568.30 46.55 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.532ft HL=1.300ft 568.40 48.30 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.573ft HL=1.400ft 568.50 49.99 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.500ft 568.60 51.63 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.655ft HL=1.600ft 568.70 53.23 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.696ft HL=1.701ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.218 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 53.99 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.716ft HL=1.750ft 568.80 54.75 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.737ft HL=1.800ft 568.90 56.26 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.778ft HL=1.900ft 569.00 57.72 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.819ft HL=2.000ft 569.10 59.14 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.860ft HL=2.100ft 569.20 60.54 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.901ft HL=2.200ft 569.25 61.22 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.921ft HL=2.250ft 569.30 61.90 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.942ft HL=2.300ft 569.40 63.23 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=.983ft HL=2.400ft 569.50 64.54 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.024ft HL=2.500ft 569.60 65.81 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.064ft HL=2.600ft 569.70 67.07 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.105ft HL=2.700ft 569.75 67.69 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.126ft HL=2.750ft 569.80 68.29 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.146ft HL=2.799ft 569.90 69.50 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.187ft HL=2.899ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.219 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 70.69 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.228ft HL=3.000ft 570.10 71.87 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.269ft HL=3.101ft 570.20 73.01 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.310ft HL=3.200ft 570.30 74.14 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.351ft HL=3.300ft 570.40 75.27 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.392ft HL=3.401ft 570.50 76.36 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.500ft 570.60 77.43 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.473ft HL=3.599ft 570.70 78.52 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.515ft HL=3.701ft 570.80 79.57 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.556ft HL=3.800ft 570.90 80.61 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.597ft HL=3.900ft 571.00 81.63 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.637ft HL=3.999ft 571.10 82.65 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.679ft HL=4.100ft 571.20 83.64 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.719ft HL=4.199ft 571.30 84.64 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.760ft HL=4.300ft 571.40 85.61 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.801ft HL=4.400ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.220 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 86.59 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.843ft HL=4.501ft 571.60 87.54 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.883ft HL=4.600ft 571.70 88.49 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.924ft HL=4.700ft 571.80 89.43 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.965ft HL=4.800ft 571.90 90.36 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.006ft HL=4.901ft 572.00 91.26 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.047ft HL=5.000ft 572.10 92.17 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.088ft HL=5.100ft 572.20 93.08 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.129ft HL=5.201ft 572.30 93.97 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.170ft HL=5.301ft 572.40 94.84 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.210ft HL=5.399ft 572.50 95.72 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.252ft HL=5.500ft 572.60 96.58 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.292ft HL=5.600ft 572.70 97.45 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.334ft HL=5.700ft 572.80 98.30 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.375ft HL=5.800ft 572.90 99.14 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.416ft HL=5.900ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.221 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 99.97 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.456ft HL=6.000ft 573.10 100.81 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.497ft HL=6.100ft 573.20 101.63 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.538ft HL=6.200ft 573.30 102.45 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.579ft HL=6.300ft 573.40 103.26 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.620ft HL=6.400ft 573.50 104.06 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.661ft HL=6.501ft 573.60 104.86 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.702ft HL=6.600ft 573.70 105.65 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.743ft HL=6.700ft 573.80 106.43 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.784ft HL=6.800ft 573.90 107.22 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.825ft HL=6.901ft 574.00 107.99 567.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.866ft HL=7.000ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.222 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.223 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 567.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 567.30 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 567.40 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 567.50 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.224 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.225 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 567.25 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 567.25 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 567.25 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 567.25 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 567.25 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft CRIT.DEPTH 570.70 .84 567.25 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.226 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 567.25 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft CRIT.DEPTH 570.90 1.60 567.25 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft CRIT.DEPTH 571.00 2.06 567.25 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft CRIT.DEPTH 571.10 2.58 567.25 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 567.25 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 567.25 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 567.25 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 567.25 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 567.25 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 567.25 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 567.25 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 567.25 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 567.25 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 567.25 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 567.25 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 567.25 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 567.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.227 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 567.25 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 567.25 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 567.25 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 567.25 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 567.25 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 567.25 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 567.25 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 567.25 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 567.25 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 567.25 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 567.25 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 567.25 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 567.25 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 567.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 567.25 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 567.25 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.228 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.10 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.20 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.25 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.30 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.40 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.50 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.60 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.70 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.75 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.80 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 565.90 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 566.00 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 566.10 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 566.20 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.229 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 566.30 -30.16 567.25 .000 REVERSE FULL: Lfull=37.21ft Vh=.224ft HL=.468ft 566.40 -30.14 567.25 .000 REVERSE FULL: Lfull=37.26ft Vh=.223ft HL=.468ft 566.50 -29.75 567.25 .000 REVERSE FULL: Lfull=37.99ft Vh=.218ft HL=.458ft 566.60 -28.90 567.25 .000 REVERSE FULL: Lfull=39.58ft Vh=.205ft HL=.435ft 566.70 -27.56 567.25 .000 REVERSE FULL: Lfull=42.01ft Vh=.187ft HL=.401ft 566.75 -26.66 567.25 .000 REVERSE FULL: Lfull=43.55ft Vh=.175ft HL=.377ft 566.80 -25.65 567.25 .000 REVERSE FULL: Lfull=45.32ft Vh=.162ft HL=.353ft 566.90 -23.17 567.25 .000 REVERSE FULL: Lfull=49.48ft Vh=.132ft HL=.294ft 567.00 -19.93 567.25 .000 REVERSE FULL: Lfull=54.43ft Vh=.098ft HL=.222ft 567.10 -15.64 567.25 .000 REVERSE FULL: Lfull=60.16ft Vh=.060ft HL=.141ft 567.20 -9.16 567.25 .000 REVERSE FULL: Lfull=66.57ft Vh=.021ft HL=.050ft 567.25 .00 567.25 .000 HW = TW elev 567.30 9.09 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.020ft HL=.050ft 567.40 15.85 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.062ft HL=.151ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.230 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 20.37 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.249ft 567.60 24.14 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.143ft HL=.350ft 567.70 27.37 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.184ft HL=.450ft 567.75 28.83 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.204ft HL=.499ft 567.80 30.25 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.225ft HL=.549ft 567.90 32.91 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.266ft HL=.650ft 568.00 35.35 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.750ft 568.10 37.62 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.348ft HL=.850ft 568.20 39.77 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.389ft HL=.949ft 568.25 40.82 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.409ft HL=1.000ft 568.30 41.82 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.430ft HL=1.050ft 568.40 43.78 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.471ft HL=1.150ft 568.50 45.62 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.512ft HL=1.250ft 568.60 47.43 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.553ft HL=1.350ft 568.70 49.15 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.594ft HL=1.450ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.231 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 50.00 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.501ft 568.80 50.82 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.635ft HL=1.550ft 568.90 52.44 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.676ft HL=1.651ft 569.00 54.01 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.717ft HL=1.751ft 569.10 55.51 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.757ft HL=1.850ft 569.20 56.99 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.798ft HL=1.950ft 569.25 57.73 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.819ft HL=2.001ft 569.30 58.44 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.839ft HL=2.050ft 569.40 59.86 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.881ft HL=2.151ft 569.50 61.23 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.921ft HL=2.251ft 569.60 62.56 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=.962ft HL=2.350ft 569.70 63.89 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.003ft HL=2.450ft 569.75 64.54 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.024ft HL=2.500ft 569.80 65.18 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.044ft HL=2.550ft 569.90 66.44 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.085ft HL=2.650ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.232 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 67.69 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.126ft HL=2.750ft 570.10 68.91 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.167ft HL=2.850ft 570.20 70.09 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.207ft HL=2.949ft 570.30 71.28 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.249ft HL=3.050ft 570.40 72.44 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.290ft HL=3.150ft 570.50 73.58 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.331ft HL=3.250ft 570.60 74.71 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.372ft HL=3.350ft 570.70 75.81 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.412ft HL=3.449ft 570.80 76.91 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.454ft HL=3.551ft 570.90 77.99 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.495ft HL=3.651ft 571.00 79.05 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.535ft HL=3.751ft 571.10 80.09 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.576ft HL=3.850ft 571.20 81.12 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.617ft HL=3.950ft 571.30 82.14 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.658ft HL=4.050ft 571.40 83.15 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.699ft HL=4.150ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.233 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 84.14 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.740ft HL=4.249ft 571.60 85.12 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.781ft HL=4.349ft 571.70 86.11 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.822ft HL=4.451ft 571.80 87.06 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.863ft HL=4.550ft 571.90 88.01 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.903ft HL=4.649ft 572.00 88.96 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.945ft HL=4.750ft 572.10 89.89 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.986ft HL=4.850ft 572.20 90.81 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.027ft HL=4.950ft 572.30 91.72 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.067ft HL=5.050ft 572.40 92.62 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.108ft HL=5.150ft 572.50 93.52 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.150ft HL=5.250ft 572.60 94.41 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.190ft HL=5.350ft 572.70 95.28 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.231ft HL=5.450ft 572.80 96.16 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.272ft HL=5.550ft 572.90 97.02 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.313ft HL=5.651ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.234 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 97.87 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.354ft HL=5.749ft 573.10 98.71 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.395ft HL=5.849ft 573.20 99.56 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.436ft HL=5.950ft 573.30 100.39 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.477ft HL=6.050ft 573.40 101.22 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.518ft HL=6.150ft 573.50 102.04 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.559ft HL=6.250ft 573.60 102.86 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.600ft HL=6.350ft 573.70 103.67 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.641ft HL=6.451ft 573.80 104.46 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.682ft HL=6.550ft 573.90 105.25 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.722ft HL=6.650ft 574.00 106.04 567.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.763ft HL=6.750ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.235 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.236 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 567.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 567.60 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 567.70 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 567.75 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.237 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.238 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 567.50 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 567.50 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 567.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 567.50 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 567.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 567.50 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.239 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 567.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 567.50 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 567.50 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 567.50 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft CRIT.DEPTH 571.20 3.14 567.50 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft CRIT.DEPTH 571.30 3.75 567.50 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft CRIT.DEPTH 571.40 4.41 567.50 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft CRIT.DEPTH 571.50 5.09 567.50 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 567.50 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 567.50 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 567.50 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 567.50 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 567.50 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 567.50 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 567.50 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 567.50 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 567.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.240 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 567.50 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 567.50 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 567.50 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 567.50 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 567.50 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 567.50 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 567.50 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 567.50 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 567.50 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 567.50 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 567.50 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 567.50 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 567.50 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 567.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 567.50 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 567.50 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.241 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.10 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.20 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.25 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.30 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.40 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.50 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.60 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.70 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.75 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.80 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 565.90 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 566.00 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 566.10 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 566.20 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.242 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 566.30 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 566.40 -34.40 567.50 .000 REVERSE FULL: Lfull=43.50ft Vh=.291ft HL=.629ft 566.50 -34.38 567.50 .000 REVERSE FULL: Lfull=43.56ft Vh=.290ft HL=.628ft 566.60 -34.00 567.50 .000 REVERSE FULL: Lfull=44.35ft Vh=.284ft HL=.617ft 566.70 -33.19 567.50 .000 REVERSE FULL: Lfull=46.00ft Vh=.271ft HL=.592ft 566.75 -32.64 567.50 .000 REVERSE FULL: Lfull=47.18ft Vh=.262ft HL=.576ft 566.80 -31.97 567.50 .000 REVERSE FULL: Lfull=48.55ft Vh=.251ft HL=.556ft 566.90 -30.33 567.50 .000 REVERSE FULL: Lfull=51.92ft Vh=.226ft HL=.509ft 567.00 -28.18 567.50 .000 REVERSE FULL: Lfull=56.14ft Vh=.195ft HL=.448ft 567.10 -25.56 567.50 .000 REVERSE FULL: Lfull=61.14ft Vh=.161ft HL=.377ft 567.20 -22.32 567.50 .000 REVERSE FULL: Lfull=66.87ft Vh=.122ft HL=.295ft 567.25 -20.41 567.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 567.30 -18.22 567.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.082ft HL=.199ft 567.40 -12.97 567.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.041ft HL=.101ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.243 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 .00 567.50 .000 HW = TW elev 567.60 12.85 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.041ft HL=.099ft 567.70 18.25 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.082ft HL=.200ft 567.75 20.38 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.249ft 567.80 22.36 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.123ft HL=.300ft 567.90 25.83 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.164ft HL=.400ft 568.00 28.86 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.205ft HL=.500ft 568.10 31.63 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.246ft HL=.600ft 568.20 34.14 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.287ft HL=.700ft 568.25 35.34 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.750ft 568.30 36.49 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.327ft HL=.799ft 568.40 38.71 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.368ft HL=.900ft 568.50 40.83 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.410ft HL=1.001ft 568.60 42.79 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.450ft HL=1.099ft 568.70 44.73 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.492ft HL=1.201ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.244 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 45.62 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.511ft HL=1.249ft 568.80 46.55 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.533ft HL=1.301ft 568.90 48.28 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.573ft HL=1.399ft 569.00 50.00 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.501ft 569.10 51.64 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.655ft HL=1.600ft 569.20 53.20 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.696ft HL=1.699ft 569.25 54.00 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.717ft HL=1.750ft 569.30 54.76 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.737ft HL=1.800ft 569.40 56.26 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.778ft HL=1.900ft 569.50 57.72 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.819ft HL=2.000ft 569.60 59.15 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.860ft HL=2.100ft 569.70 60.55 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.901ft HL=2.201ft 569.75 61.22 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.921ft HL=2.250ft 569.80 61.89 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.941ft HL=2.299ft 569.90 63.24 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=.983ft HL=2.401ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.245 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 64.53 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.023ft HL=2.499ft 570.10 65.82 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.065ft HL=2.601ft 570.20 67.07 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.105ft HL=2.700ft 570.30 68.30 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.146ft HL=2.800ft 570.40 69.50 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.187ft HL=2.900ft 570.50 70.69 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.228ft HL=3.000ft 570.60 71.87 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.269ft HL=3.101ft 570.70 73.02 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.310ft HL=3.201ft 570.80 74.14 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.351ft HL=3.300ft 570.90 75.25 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.392ft HL=3.399ft 571.00 76.35 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.499ft 571.10 77.43 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.473ft HL=3.599ft 571.20 78.51 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.515ft HL=3.700ft 571.30 79.57 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.556ft HL=3.800ft 571.40 80.60 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.597ft HL=3.900ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.246 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 81.63 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.638ft HL=4.000ft 571.60 82.64 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.678ft HL=4.100ft 571.70 83.65 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.720ft HL=4.201ft 571.80 84.63 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.760ft HL=4.300ft 571.90 85.61 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.801ft HL=4.399ft 572.00 86.59 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.842ft HL=4.500ft 572.10 87.53 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.883ft HL=4.599ft 572.20 88.49 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.924ft HL=4.700ft 572.30 89.42 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.965ft HL=4.799ft 572.40 90.35 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.006ft HL=4.900ft 572.50 91.26 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.047ft HL=4.999ft 572.60 92.18 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.088ft HL=5.101ft 572.70 93.07 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.129ft HL=5.200ft 572.80 93.96 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.170ft HL=5.300ft 572.90 94.85 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.211ft HL=5.400ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.247 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 95.72 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.252ft HL=5.500ft 573.10 96.59 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.293ft HL=5.600ft 573.20 97.45 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.334ft HL=5.701ft 573.30 98.29 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.374ft HL=5.799ft 573.40 99.15 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.416ft HL=5.901ft 573.50 99.98 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.456ft HL=6.000ft 573.60 100.81 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.498ft HL=6.101ft 573.70 101.62 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.538ft HL=6.199ft 573.80 102.45 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.579ft HL=6.300ft 573.90 103.25 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.620ft HL=6.400ft 574.00 104.06 567.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.661ft HL=6.500ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.248 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.249 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 567.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.250 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 567.90 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.00 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.251 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 567.75 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 567.75 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 567.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 567.75 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 567.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 567.75 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.252 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 567.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 567.75 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 567.75 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 567.75 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 567.75 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 567.75 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 567.75 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 567.75 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft CRIT.DEPTH 571.60 5.81 567.75 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft CRIT.DEPTH 571.70 6.57 567.75 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft CRIT.DEPTH 571.80 7.35 567.75 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft CRIT.DEPTH 571.90 8.16 567.75 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 567.75 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 567.75 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 567.75 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 567.75 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 567.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.253 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 567.75 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 567.75 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 567.75 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 567.75 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 567.75 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 567.75 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 567.75 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 567.75 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 567.75 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 567.75 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 567.75 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 567.75 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 567.75 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 567.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 567.75 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 567.75 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.254 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.10 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.20 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.25 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.30 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.40 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.50 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.60 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.70 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.75 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.80 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 565.90 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 566.00 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 566.10 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 566.20 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.255 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 566.30 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 566.40 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 566.50 -38.48 567.75 .000 REVERSE FULL: Lfull=48.61ft Vh=.364ft HL=.806ft 566.60 -38.43 567.75 .000 REVERSE FULL: Lfull=48.74ft Vh=.363ft HL=.805ft 566.70 -38.00 567.75 .000 REVERSE FULL: Lfull=49.65ft Vh=.355ft HL=.790ft 566.75 -37.67 567.75 .000 REVERSE FULL: Lfull=50.42ft Vh=.349ft HL=.779ft 566.80 -37.24 567.75 .000 REVERSE FULL: Lfull=51.45ft Vh=.341ft HL=.765ft 566.90 -36.05 567.75 .000 REVERSE FULL: Lfull=54.14ft Vh=.319ft HL=.726ft 567.00 -34.52 567.75 .000 REVERSE FULL: Lfull=57.67ft Vh=.293ft HL=.677ft 567.10 -32.57 567.75 .000 REVERSE FULL: Lfull=61.98ft Vh=.261ft HL=.615ft 567.20 -30.23 567.75 .000 REVERSE FULL: Lfull=67.14ft Vh=.225ft HL=.542ft 567.25 -28.85 567.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 567.30 -27.37 567.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.184ft HL=.450ft 567.40 -24.13 567.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.143ft HL=.349ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.256 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -20.41 567.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 567.60 -15.83 567.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.062ft HL=.150ft 567.70 -9.16 567.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.021ft HL=.050ft 567.75 .00 567.75 .000 HW = TW elev 567.80 9.12 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.020ft HL=.050ft 567.90 15.79 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.061ft HL=.150ft 568.00 20.42 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.250ft 568.10 24.16 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.143ft HL=.350ft 568.20 27.39 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.184ft HL=.450ft 568.25 28.89 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.205ft HL=.501ft 568.30 30.30 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.226ft HL=.551ft 568.40 32.91 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.266ft HL=.650ft 568.50 35.33 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.749ft 568.60 37.62 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.348ft HL=.850ft 568.70 39.78 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.389ft HL=.950ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.257 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 40.82 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.409ft HL=1.000ft 568.80 41.83 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.430ft HL=1.050ft 568.90 43.79 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.471ft HL=1.151ft 569.00 45.62 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.512ft HL=1.249ft 569.10 47.41 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.552ft HL=1.349ft 569.20 49.15 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.594ft HL=1.450ft 569.25 49.97 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.499ft 569.30 50.82 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.635ft HL=1.551ft 569.40 52.44 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.676ft HL=1.651ft 569.50 53.99 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.716ft HL=1.750ft 569.60 55.50 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.757ft HL=1.849ft 569.70 56.98 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.798ft HL=1.949ft 569.75 57.72 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.819ft HL=2.000ft 569.80 58.44 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.839ft HL=2.050ft 569.90 59.84 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.880ft HL=2.149ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.258 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 61.22 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.921ft HL=2.250ft 570.10 62.57 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=.962ft HL=2.350ft 570.20 63.89 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.003ft HL=2.450ft 570.30 65.17 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.044ft HL=2.550ft 570.40 66.44 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.085ft HL=2.650ft 570.50 67.70 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.126ft HL=2.751ft 570.60 68.90 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.167ft HL=2.850ft 570.70 70.11 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.208ft HL=2.951ft 570.80 71.28 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.249ft HL=3.050ft 570.90 72.43 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.289ft HL=3.149ft 571.00 73.59 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.331ft HL=3.250ft 571.10 74.71 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.372ft HL=3.350ft 571.20 75.81 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.412ft HL=3.450ft 571.30 76.90 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.453ft HL=3.550ft 571.40 77.98 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.494ft HL=3.650ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.259 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 79.03 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.535ft HL=3.750ft 571.60 80.09 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.576ft HL=3.850ft 571.70 81.13 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.617ft HL=3.951ft 571.80 82.13 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.658ft HL=4.049ft 571.90 83.15 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.699ft HL=4.150ft 572.00 84.14 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.740ft HL=4.250ft 572.10 85.13 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.781ft HL=4.350ft 572.20 86.10 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.822ft HL=4.450ft 572.30 87.06 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.863ft HL=4.550ft 572.40 88.01 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.904ft HL=4.650ft 572.50 88.96 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.945ft HL=4.750ft 572.60 89.88 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.985ft HL=4.850ft 572.70 90.80 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.026ft HL=4.949ft 572.80 91.72 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.068ft HL=5.050ft 572.90 92.62 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.108ft HL=5.150ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.260 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 93.51 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.149ft HL=5.249ft 573.10 94.40 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.190ft HL=5.349ft 573.20 95.29 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.231ft HL=5.450ft 573.30 96.15 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.272ft HL=5.549ft 573.40 97.02 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.313ft HL=5.650ft 573.50 97.88 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.354ft HL=5.751ft 573.60 98.73 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.395ft HL=5.851ft 573.70 99.57 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.436ft HL=5.951ft 573.80 100.39 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.477ft HL=6.050ft 573.90 101.23 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.518ft HL=6.151ft 574.00 102.03 567.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.558ft HL=6.249ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.261 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.262 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.263 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 568.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.10 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.20 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.25 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.264 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 568.00 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 568.00 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 568.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 568.00 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 568.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 568.00 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.265 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 568.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 568.00 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 568.00 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 568.00 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 568.00 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 568.00 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 568.00 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 568.00 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 568.00 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 568.00 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 568.00 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 568.00 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft CRIT.DEPTH 572.00 8.99 568.00 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft CRIT.DEPTH 572.10 9.84 568.00 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft CRIT.DEPTH 572.20 10.71 568.00 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft CRIT.DEPTH 572.30 11.60 568.00 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft CRIT.DEPTH 572.40 12.49 568.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.266 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 568.00 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 568.00 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 568.00 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 568.00 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 568.00 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 568.00 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 568.00 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 568.00 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 568.00 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 568.00 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 568.00 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 568.00 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 568.00 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 568.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 568.00 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 568.00 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.267 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.10 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.20 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.25 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.30 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.40 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.50 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.60 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.70 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.75 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.80 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 565.90 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 566.00 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 566.10 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 566.20 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.268 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 566.30 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 566.40 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 566.50 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 566.60 -42.39 568.00 .000 REVERSE FULL: Lfull=52.68ft Vh=.442ft HL=.997ft 566.70 -42.30 568.00 .000 REVERSE FULL: Lfull=52.93ft Vh=.440ft HL=.994ft 566.75 -42.10 568.00 .000 REVERSE FULL: Lfull=53.40ft Vh=.436ft HL=.987ft 566.80 -41.82 568.00 .000 REVERSE FULL: Lfull=54.10ft Vh=.430ft HL=.977ft 566.90 -41.01 568.00 .000 REVERSE FULL: Lfull=56.16ft Vh=.413ft HL=.949ft 567.00 -39.82 568.00 .000 REVERSE FULL: Lfull=59.05ft Vh=.390ft HL=.906ft 567.10 -38.31 568.00 .000 REVERSE FULL: Lfull=62.76ft Vh=.361ft HL=.853ft 567.20 -36.43 568.00 .000 REVERSE FULL: Lfull=67.38ft Vh=.326ft HL=.788ft 567.25 -35.33 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 567.30 -34.14 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.286ft HL=.700ft 567.40 -31.61 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.246ft HL=.600ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.269 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -28.85 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 567.60 -25.84 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.164ft HL=.401ft 567.70 -22.36 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.123ft HL=.300ft 567.75 -20.41 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 567.80 -18.22 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.082ft HL=.199ft 567.90 -12.97 568.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.041ft HL=.101ft 568.00 .00 568.00 .000 HW = TW elev 568.10 12.87 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.041ft HL=.099ft 568.20 18.23 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.082ft HL=.199ft 568.25 20.44 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.103ft HL=.251ft 568.30 22.36 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.123ft HL=.300ft 568.40 25.79 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.163ft HL=.399ft 568.50 28.85 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.205ft HL=.500ft 568.60 31.64 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.246ft HL=.601ft 568.70 34.14 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.286ft HL=.700ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.270 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 35.36 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.751ft 568.80 36.51 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.328ft HL=.800ft 568.90 38.72 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.369ft HL=.900ft 569.00 40.80 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.409ft HL=.999ft 569.10 42.80 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.450ft HL=1.100ft 569.20 44.70 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.491ft HL=1.199ft 569.25 45.63 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.512ft HL=1.250ft 569.30 46.55 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.532ft HL=1.301ft 569.40 48.31 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.573ft HL=1.401ft 569.50 49.99 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.500ft 569.60 51.63 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.655ft HL=1.600ft 569.70 53.22 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.696ft HL=1.700ft 569.75 53.99 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.716ft HL=1.749ft 569.80 54.76 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.737ft HL=1.800ft 569.90 56.26 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.778ft HL=1.900ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.271 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 57.71 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.818ft HL=1.999ft 570.10 59.15 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.860ft HL=2.100ft 570.20 60.53 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.900ft HL=2.199ft 570.30 61.89 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.941ft HL=2.299ft 570.40 63.22 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=.982ft HL=2.399ft 570.50 64.53 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.023ft HL=2.499ft 570.60 65.81 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.064ft HL=2.599ft 570.70 67.06 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.105ft HL=2.700ft 570.80 68.31 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.147ft HL=2.801ft 570.90 69.51 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.188ft HL=2.901ft 571.00 70.71 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.229ft HL=3.001ft 571.10 71.86 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.269ft HL=3.100ft 571.20 73.02 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.310ft HL=3.201ft 571.30 74.14 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.351ft HL=3.300ft 571.40 75.26 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.392ft HL=3.400ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.272 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 76.36 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.500ft 571.60 77.44 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.474ft HL=3.600ft 571.70 78.51 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.515ft HL=3.700ft 571.80 79.56 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.555ft HL=3.799ft 571.90 80.61 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.597ft HL=3.900ft 572.00 81.64 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.638ft HL=4.001ft 572.10 82.64 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.679ft HL=4.100ft 572.20 83.65 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.719ft HL=4.200ft 572.30 84.64 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.761ft HL=4.300ft 572.40 85.62 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.802ft HL=4.401ft 572.50 86.57 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.842ft HL=4.499ft 572.60 87.53 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.883ft HL=4.599ft 572.70 88.49 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.924ft HL=4.700ft 572.80 89.43 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.966ft HL=4.801ft 572.90 90.35 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.006ft HL=4.900ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.273 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 91.27 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.047ft HL=5.000ft 573.10 92.18 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.088ft HL=5.100ft 573.20 93.08 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.129ft HL=5.200ft 573.30 93.97 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.170ft HL=5.300ft 573.40 94.85 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.211ft HL=5.400ft 573.50 95.72 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.252ft HL=5.500ft 573.60 96.60 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.293ft HL=5.601ft 573.70 97.45 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.334ft HL=5.700ft 573.80 98.29 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.374ft HL=5.799ft 573.90 99.14 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.415ft HL=5.900ft 574.00 99.98 568.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.456ft HL=6.000ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.274 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.275 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.276 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.10 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.20 -.00 568.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.25 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 568.30 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 568.40 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 568.50 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.277 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 568.25 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 568.25 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 568.25 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 568.25 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 568.25 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 568.25 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.278 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 568.25 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 568.25 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 568.25 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 568.25 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 568.25 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 568.25 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 568.25 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 568.25 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 568.25 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 568.25 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 568.25 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 568.25 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft H.JUMP IN PIPE 572.00 8.99 568.25 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft H.JUMP IN PIPE 572.10 9.84 568.25 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft H.JUMP IN PIPE 572.20 10.71 568.25 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft H.JUMP IN PIPE 572.30 11.60 568.25 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft H.JUMP IN PIPE 572.40 12.49 568.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.279 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 568.25 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft CRIT.DEPTH 572.60 14.29 568.25 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft CRIT.DEPTH 572.70 15.18 568.25 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft CRIT.DEPTH 572.80 16.07 568.25 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft CRIT.DEPTH 572.90 16.96 568.25 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft CRIT.DEPTH 573.00 17.84 568.25 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 568.25 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 568.25 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 568.25 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 568.25 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 568.25 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 568.25 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 568.25 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 568.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 568.25 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 568.25 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.280 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.10 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.20 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.25 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.30 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.40 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.50 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.60 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.70 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.75 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.80 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 565.90 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 566.00 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 566.10 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 566.20 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.281 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 566.30 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 566.40 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 566.50 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 566.60 -46.16 568.25 .000 REVERSE FULL: Lfull=55.99ft Vh=.524ft HL=1.201ft 566.70 -46.16 568.25 .000 REVERSE FULL: Lfull=55.98ft Vh=.524ft HL=1.201ft 566.75 -46.06 568.25 .000 REVERSE FULL: Lfull=56.15ft Vh=.521ft HL=1.197ft 566.80 -45.94 568.25 .000 REVERSE FULL: Lfull=56.51ft Vh=.519ft HL=1.193ft 566.90 -45.39 568.25 .000 REVERSE FULL: Lfull=57.94ft Vh=.506ft HL=1.172ft 567.00 -44.51 568.25 .000 REVERSE FULL: Lfull=60.26ft Vh=.487ft HL=1.139ft 567.10 -43.30 568.25 .000 REVERSE FULL: Lfull=63.47ft Vh=.461ft HL=1.093ft 567.20 -41.72 568.25 .000 REVERSE FULL: Lfull=67.59ft Vh=.428ft HL=1.034ft 567.25 -40.82 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.409ft HL=1.000ft 567.30 -39.77 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.389ft HL=.949ft 567.40 -37.62 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.348ft HL=.850ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.282 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -35.33 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 567.60 -32.90 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.266ft HL=.650ft 567.70 -30.28 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.225ft HL=.550ft 567.75 -28.85 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 567.80 -27.37 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.184ft HL=.450ft 567.90 -24.13 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.143ft HL=.349ft 568.00 -20.41 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 568.10 -15.83 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.062ft HL=.150ft 568.20 -9.16 568.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.021ft HL=.050ft 568.25 .00 568.25 .000 HW = TW elev 568.30 9.04 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.020ft HL=.049ft 568.40 15.84 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.062ft HL=.151ft 568.50 20.41 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.250ft 568.60 24.12 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.143ft HL=.349ft 568.70 27.40 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.184ft HL=.451ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.283 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 28.88 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.205ft HL=.501ft 568.80 30.25 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.225ft HL=.549ft 568.90 32.92 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.266ft HL=.651ft 569.00 35.36 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.750ft 569.10 37.64 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.348ft HL=.850ft 569.20 39.79 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.389ft HL=.950ft 569.25 40.81 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.409ft HL=1.000ft 569.30 41.83 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.430ft HL=1.051ft 569.40 43.77 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.471ft HL=1.150ft 569.50 45.62 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.511ft HL=1.249ft 569.60 47.41 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.552ft HL=1.349ft 569.70 49.15 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.594ft HL=1.450ft 569.75 50.00 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.501ft 569.80 50.82 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.635ft HL=1.550ft 569.90 52.44 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.676ft HL=1.651ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.284 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 53.99 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.716ft HL=1.750ft 570.10 55.51 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.757ft HL=1.850ft 570.20 56.98 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.798ft HL=1.949ft 570.30 58.44 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.839ft HL=2.050ft 570.40 59.84 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.880ft HL=2.149ft 570.50 61.23 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.921ft HL=2.250ft 570.60 62.57 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=.962ft HL=2.350ft 570.70 63.88 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.003ft HL=2.449ft 570.80 65.18 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.044ft HL=2.550ft 570.90 66.44 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.085ft HL=2.650ft 571.00 67.69 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.126ft HL=2.750ft 571.10 68.91 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.167ft HL=2.850ft 571.20 70.10 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.208ft HL=2.950ft 571.30 71.28 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.249ft HL=3.050ft 571.40 72.45 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.290ft HL=3.151ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.285 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 73.59 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.331ft HL=3.251ft 571.60 74.70 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.371ft HL=3.350ft 571.70 75.81 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.412ft HL=3.450ft 571.80 76.90 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.453ft HL=3.550ft 571.90 77.98 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.494ft HL=3.650ft 572.00 79.04 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.535ft HL=3.750ft 572.10 80.09 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.576ft HL=3.850ft 572.20 81.12 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.617ft HL=3.950ft 572.30 82.14 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.658ft HL=4.050ft 572.40 83.14 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.699ft HL=4.150ft 572.50 84.15 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.740ft HL=4.251ft 572.60 85.12 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.780ft HL=4.349ft 572.70 86.10 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.822ft HL=4.450ft 572.80 87.06 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.863ft HL=4.549ft 572.90 88.01 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.904ft HL=4.650ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.286 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 88.95 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.945ft HL=4.750ft 573.10 89.89 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.986ft HL=4.850ft 573.20 90.81 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.027ft HL=4.950ft 573.30 91.73 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.068ft HL=5.050ft 573.40 92.62 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.108ft HL=5.149ft 573.50 93.52 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.149ft HL=5.250ft 573.60 94.41 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.190ft HL=5.350ft 573.70 95.29 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.231ft HL=5.451ft 573.80 96.16 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.272ft HL=5.551ft 573.90 97.03 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.313ft HL=5.651ft 574.00 97.88 568.25 .000 FULL FLOW...Lfull=70.01ft Vh=2.354ft HL=5.751ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.287 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.288 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.289 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.10 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.20 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.25 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.30 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.40 -.00 568.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.50 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 568.60 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 568.70 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 568.75 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.290 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 568.50 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 568.50 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 568.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 568.50 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 568.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 568.50 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.291 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 568.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 568.50 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 568.50 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 568.50 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 568.50 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 568.50 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 568.50 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 568.50 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 568.50 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 568.50 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 568.50 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 568.50 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft H.JUMP IN PIPE 572.00 8.99 568.50 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft H.JUMP IN PIPE 572.10 9.84 568.50 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft H.JUMP IN PIPE 572.20 10.71 568.50 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft H.JUMP IN PIPE 572.30 11.60 568.50 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft H.JUMP IN PIPE 572.40 12.49 568.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.292 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 568.50 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft H.JUMP IN PIPE 572.60 14.29 568.50 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft H.JUMP IN PIPE 572.70 15.18 568.50 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft H.JUMP IN PIPE 572.80 16.07 568.50 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft H.JUMP IN PIPE 572.90 16.96 568.50 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft H.JUMP IN PIPE 573.00 17.84 568.50 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft CRIT.DEPTH 573.10 18.71 568.50 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft CRIT.DEPTH 573.20 19.57 568.50 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft CRIT.DEPTH 573.30 20.40 568.50 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft CRIT.DEPTH 573.40 21.24 568.50 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft CRIT.DEPTH 573.50 22.04 568.50 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft CRIT.DEPTH 573.60 22.83 568.50 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft CRIT.DEPTH 573.70 23.61 568.50 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft CRIT.DEPTH 573.80 24.37 568.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft CRIT.DEPTH 573.90 25.12 568.50 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 568.50 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.293 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.10 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.20 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.25 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.30 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.40 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.50 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.60 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.70 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.75 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.80 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 565.90 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.00 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.10 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.20 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.294 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.30 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.40 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.50 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.60 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.70 -49.73 568.50 .000 REVERSE FULL: Lfull=58.68ft Vh=.608ft HL=1.412ft 566.75 -49.73 568.50 .000 REVERSE FULL: Lfull=58.67ft Vh=.608ft HL=1.412ft 566.80 -49.71 568.50 .000 REVERSE FULL: Lfull=58.75ft Vh=.607ft HL=1.411ft 566.90 -49.38 568.50 .000 REVERSE FULL: Lfull=59.64ft Vh=.599ft HL=1.398ft 567.00 -48.76 568.50 .000 REVERSE FULL: Lfull=61.37ft Vh=.584ft HL=1.373ft 567.10 -47.76 568.50 .000 REVERSE FULL: Lfull=64.13ft Vh=.560ft HL=1.334ft 567.20 -46.44 568.50 .000 REVERSE FULL: Lfull=67.76ft Vh=.530ft HL=1.282ft 567.25 -45.63 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.512ft HL=1.250ft 567.30 -44.73 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.492ft HL=1.201ft 567.40 -42.82 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.451ft HL=1.101ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.295 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -40.82 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.409ft HL=1.000ft 567.60 -38.72 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.368ft HL=.900ft 567.70 -36.53 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.328ft HL=.801ft 567.75 -35.33 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 567.80 -34.14 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.286ft HL=.700ft 567.90 -31.61 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.246ft HL=.600ft 568.00 -28.85 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 568.10 -25.84 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.164ft HL=.401ft 568.20 -22.36 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.123ft HL=.300ft 568.25 -20.41 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 568.30 -18.22 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.082ft HL=.199ft 568.40 -12.97 568.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.041ft HL=.101ft 568.50 .00 568.50 .000 HW = TW elev 568.60 12.91 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.041ft HL=.100ft 568.70 18.22 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.082ft HL=.199ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.296 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 20.38 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.249ft 568.80 22.37 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.123ft HL=.300ft 568.90 25.82 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.164ft HL=.400ft 569.00 28.89 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.205ft HL=.501ft 569.10 31.63 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.246ft HL=.601ft 569.20 34.16 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.287ft HL=.701ft 569.25 35.35 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.750ft 569.30 36.51 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.328ft HL=.800ft 569.40 38.71 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.368ft HL=.900ft 569.50 40.81 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.409ft HL=1.000ft 569.60 42.79 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.450ft HL=1.099ft 569.70 44.72 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.492ft HL=1.201ft 569.75 45.62 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.511ft HL=1.249ft 569.80 46.53 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.532ft HL=1.299ft 569.90 48.28 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.573ft HL=1.399ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.297 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 50.00 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.501ft 570.10 51.62 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.655ft HL=1.599ft 570.20 53.23 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.696ft HL=1.701ft 570.30 54.76 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.737ft HL=1.800ft 570.40 56.26 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.778ft HL=1.900ft 570.50 57.71 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.818ft HL=1.999ft 570.60 59.15 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.860ft HL=2.100ft 570.70 60.54 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.901ft HL=2.200ft 570.80 61.89 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.941ft HL=2.299ft 570.90 63.23 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=.982ft HL=2.400ft 571.00 64.53 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.023ft HL=2.500ft 571.10 65.81 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.064ft HL=2.600ft 571.20 67.06 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.105ft HL=2.700ft 571.30 68.31 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.147ft HL=2.801ft 571.40 69.52 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.188ft HL=2.901ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.298 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 70.70 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.228ft HL=3.001ft 571.60 71.87 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.269ft HL=3.101ft 571.70 73.02 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.310ft HL=3.201ft 571.80 74.15 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.351ft HL=3.301ft 571.90 75.26 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.392ft HL=3.400ft 572.00 76.37 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.501ft 572.10 77.45 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.474ft HL=3.601ft 572.20 78.51 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.515ft HL=3.700ft 572.30 79.56 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.556ft HL=3.800ft 572.40 80.61 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.597ft HL=3.900ft 572.50 81.63 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.638ft HL=4.000ft 572.60 82.65 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.679ft HL=4.100ft 572.70 83.65 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.720ft HL=4.201ft 572.80 84.63 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.760ft HL=4.299ft 572.90 85.61 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.801ft HL=4.399ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.299 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 86.58 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.842ft HL=4.500ft 573.10 87.54 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.883ft HL=4.600ft 573.20 88.49 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.924ft HL=4.700ft 573.30 89.42 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.965ft HL=4.799ft 573.40 90.35 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.006ft HL=4.900ft 573.50 91.27 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.047ft HL=5.001ft 573.60 92.18 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.088ft HL=5.100ft 573.70 93.07 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.129ft HL=5.200ft 573.80 93.96 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.169ft HL=5.299ft 573.90 94.85 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.211ft HL=5.400ft 574.00 95.72 568.50 .000 FULL FLOW...Lfull=70.01ft Vh=2.252ft HL=5.500ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.300 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.301 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.302 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.10 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.20 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.25 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.30 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.40 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.50 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.60 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.70 -.00 568.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.75 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 568.80 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 568.90 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.00 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.303 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 568.75 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 568.75 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 568.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 568.75 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 568.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 568.75 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.304 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 568.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 568.75 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 568.75 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 568.75 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 568.75 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 568.75 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 568.75 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 568.75 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 568.75 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 568.75 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 568.75 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 568.75 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft H.JUMP IN PIPE 572.00 8.99 568.75 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft H.JUMP IN PIPE 572.10 9.84 568.75 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft H.JUMP IN PIPE 572.20 10.71 568.75 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft H.JUMP IN PIPE 572.30 11.60 568.75 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft H.JUMP IN PIPE 572.40 12.49 568.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.305 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 568.75 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft H.JUMP IN PIPE 572.60 14.29 568.75 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft H.JUMP IN PIPE 572.70 15.18 568.75 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft H.JUMP IN PIPE 572.80 16.07 568.75 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft H.JUMP IN PIPE 572.90 16.96 568.75 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft H.JUMP IN PIPE 573.00 17.84 568.75 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft H.JUMP IN PIPE 573.10 18.71 568.75 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft H.JUMP IN PIPE 573.20 19.57 568.75 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft H.JUMP IN PIPE 573.30 20.40 568.75 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft H.JUMP IN PIPE 573.40 21.24 568.75 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft H.JUMP IN PIPE 573.50 22.04 568.75 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft H.JUMP IN PIPE 573.60 22.83 568.75 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft H.JUMP IN PIPE 573.70 23.61 568.75 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft H.JUMP IN PIPE 573.80 24.37 568.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft H.JUMP IN PIPE 573.90 25.12 568.75 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft CRIT.DEPTH 574.00 25.84 568.75 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.306 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.10 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.20 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.25 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.30 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.40 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.50 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.60 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.70 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.75 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.80 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 565.90 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.00 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.10 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.20 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.307 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.30 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.40 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.50 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.60 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.70 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.75 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.80 -53.29 568.75 .000 REVERSE FULL: Lfull=60.56ft Vh=.698ft HL=1.634ft 566.90 -53.14 568.75 .000 REVERSE FULL: Lfull=60.98ft Vh=.694ft HL=1.629ft 567.00 -52.64 568.75 .000 REVERSE FULL: Lfull=62.38ft Vh=.681ft HL=1.608ft 567.10 -51.86 568.75 .000 REVERSE FULL: Lfull=64.66ft Vh=.661ft HL=1.577ft 567.20 -50.71 568.75 .000 REVERSE FULL: Lfull=67.92ft Vh=.632ft HL=1.530ft 567.25 -49.97 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.614ft HL=1.499ft 567.30 -49.16 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.594ft HL=1.451ft 567.40 -47.42 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.553ft HL=1.350ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.308 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -45.63 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.512ft HL=1.250ft 567.60 -43.77 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.471ft HL=1.150ft 567.70 -41.82 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.430ft HL=1.050ft 567.75 -40.82 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.409ft HL=1.000ft 567.80 -39.77 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.389ft HL=.949ft 567.90 -37.62 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.348ft HL=.850ft 568.00 -35.33 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 568.10 -32.90 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.266ft HL=.650ft 568.20 -30.28 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.225ft HL=.550ft 568.25 -28.85 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 568.30 -27.37 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.184ft HL=.450ft 568.40 -24.13 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.143ft HL=.349ft 568.50 -20.41 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 568.60 -15.83 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.062ft HL=.150ft 568.70 -9.16 568.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.021ft HL=.050ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.309 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 .00 568.75 .000 HW = TW elev 568.80 9.19 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.021ft HL=.051ft 568.90 15.83 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.062ft HL=.150ft 569.00 20.40 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.250ft 569.10 24.16 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.143ft HL=.350ft 569.20 27.40 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.185ft HL=.451ft 569.25 28.88 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.205ft HL=.501ft 569.30 30.27 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.225ft HL=.550ft 569.40 32.92 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.266ft HL=.650ft 569.50 35.37 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.751ft 569.60 37.64 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.348ft HL=.850ft 569.70 39.80 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.389ft HL=.951ft 569.75 40.81 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.409ft HL=1.000ft 569.80 41.84 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.430ft HL=1.051ft 569.90 43.76 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.471ft HL=1.149ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.310 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 45.63 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.512ft HL=1.250ft 570.10 47.42 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.553ft HL=1.350ft 570.20 49.14 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.593ft HL=1.449ft 570.30 50.81 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.634ft HL=1.550ft 570.40 52.42 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.675ft HL=1.650ft 570.50 54.00 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.717ft HL=1.750ft 570.60 55.52 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.758ft HL=1.850ft 570.70 57.00 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.799ft HL=1.951ft 570.80 58.45 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.840ft HL=2.051ft 570.90 59.86 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.880ft HL=2.151ft 571.00 61.24 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.922ft HL=2.251ft 571.10 62.57 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=.962ft HL=2.350ft 571.20 63.89 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.003ft HL=2.450ft 571.30 65.17 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.044ft HL=2.549ft 571.40 66.44 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.085ft HL=2.650ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.311 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 67.69 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.126ft HL=2.750ft 571.60 68.90 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.167ft HL=2.850ft 571.70 70.10 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.208ft HL=2.950ft 571.80 71.28 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.248ft HL=3.049ft 571.90 72.45 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.290ft HL=3.151ft 572.00 73.59 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.331ft HL=3.250ft 572.10 74.70 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.371ft HL=3.349ft 572.20 75.82 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.413ft HL=3.451ft 572.30 76.91 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.453ft HL=3.550ft 572.40 77.97 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.494ft HL=3.649ft 572.50 79.04 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.535ft HL=3.750ft 572.60 80.08 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.576ft HL=3.850ft 572.70 81.12 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.617ft HL=3.950ft 572.80 82.14 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.658ft HL=4.050ft 572.90 83.15 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.699ft HL=4.150ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.312 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 84.14 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.740ft HL=4.250ft 573.10 85.12 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.781ft HL=4.350ft 573.20 86.11 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.822ft HL=4.451ft 573.30 87.06 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.863ft HL=4.550ft 573.40 88.02 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.904ft HL=4.650ft 573.50 88.96 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.945ft HL=4.750ft 573.60 89.89 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.986ft HL=4.850ft 573.70 90.81 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.027ft HL=4.950ft 573.80 91.72 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.068ft HL=5.050ft 573.90 92.63 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.109ft HL=5.151ft 574.00 93.51 568.75 .000 FULL FLOW...Lfull=70.01ft Vh=2.149ft HL=5.249ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.313 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.314 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.315 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.10 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.20 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.25 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.30 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.40 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.50 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.60 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.70 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.75 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.80 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.90 -.00 569.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.00 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.10 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.20 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.316 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 569.00 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 569.00 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 569.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 569.00 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 569.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 569.00 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.317 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 569.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 569.00 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 569.00 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 569.00 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 569.00 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 569.00 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 569.00 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 569.00 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 569.00 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 569.00 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 569.00 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 569.00 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft H.JUMP IN PIPE 572.00 8.99 569.00 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft H.JUMP IN PIPE 572.10 9.84 569.00 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft H.JUMP IN PIPE 572.20 10.71 569.00 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft H.JUMP IN PIPE 572.30 11.60 569.00 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft H.JUMP IN PIPE 572.40 12.49 569.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.318 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 569.00 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft H.JUMP IN PIPE 572.60 14.29 569.00 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft H.JUMP IN PIPE 572.70 15.18 569.00 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft H.JUMP IN PIPE 572.80 16.07 569.00 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft H.JUMP IN PIPE 572.90 16.96 569.00 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft H.JUMP IN PIPE 573.00 17.84 569.00 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft H.JUMP IN PIPE 573.10 18.71 569.00 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft H.JUMP IN PIPE 573.20 19.57 569.00 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft H.JUMP IN PIPE 573.30 20.40 569.00 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft H.JUMP IN PIPE 573.40 21.24 569.00 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft H.JUMP IN PIPE 573.50 22.04 569.00 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft H.JUMP IN PIPE 573.60 22.83 569.00 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft H.JUMP IN PIPE 573.70 23.61 569.00 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft H.JUMP IN PIPE 573.80 24.37 569.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft H.JUMP IN PIPE 573.90 25.12 569.00 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft H.JUMP IN PIPE 574.00 25.84 569.00 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.319 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.10 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.20 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.25 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.30 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.40 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.50 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.60 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.70 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.75 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.80 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 565.90 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.00 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.10 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.20 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.320 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.30 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.40 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.50 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.60 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.70 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.75 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.80 -56.62 569.00 .000 REVERSE FULL: Lfull=62.31ft Vh=.788ft HL=1.860ft 566.90 -56.58 569.00 .000 REVERSE FULL: Lfull=62.40ft Vh=.787ft HL=1.858ft 567.00 -56.27 569.00 .000 REVERSE FULL: Lfull=63.34ft Vh=.778ft HL=1.845ft 567.10 -55.60 569.00 .000 REVERSE FULL: Lfull=65.24ft Vh=.760ft HL=1.817ft 567.20 -54.62 569.00 .000 REVERSE FULL: Lfull=68.16ft Vh=.733ft HL=1.777ft 567.25 -54.00 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.717ft HL=1.750ft 567.30 -53.22 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.696ft HL=1.700ft 567.40 -51.64 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.655ft HL=1.601ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.321 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -49.97 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.614ft HL=1.499ft 567.60 -48.30 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.573ft HL=1.401ft 567.70 -46.54 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.532ft HL=1.300ft 567.75 -45.63 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.512ft HL=1.250ft 567.80 -44.73 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.492ft HL=1.201ft 567.90 -42.82 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.451ft HL=1.101ft 568.00 -40.82 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.409ft HL=1.000ft 568.10 -38.72 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.368ft HL=.900ft 568.20 -36.53 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.328ft HL=.801ft 568.25 -35.33 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 568.30 -34.14 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.286ft HL=.700ft 568.40 -31.61 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.246ft HL=.600ft 568.50 -28.85 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 568.60 -25.84 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.164ft HL=.401ft 568.70 -22.36 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.123ft HL=.300ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.322 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 -20.41 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 568.80 -18.22 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.082ft HL=.199ft 568.90 -12.97 569.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.041ft HL=.101ft 569.00 .00 569.00 .000 HW = TW elev 569.10 12.85 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.041ft HL=.099ft 569.20 18.22 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.082ft HL=.199ft 569.25 20.41 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.250ft 569.30 22.33 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.123ft HL=.299ft 569.40 25.83 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.164ft HL=.401ft 569.50 28.83 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.204ft HL=.499ft 569.60 31.61 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.246ft HL=.600ft 569.70 34.13 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.286ft HL=.699ft 569.75 35.34 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.750ft 569.80 36.52 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.328ft HL=.801ft 569.90 38.72 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.368ft HL=.900ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.323 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 40.83 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.410ft HL=1.000ft 570.10 42.81 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.450ft HL=1.100ft 570.20 44.71 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.491ft HL=1.200ft 570.30 46.54 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.532ft HL=1.300ft 570.40 48.31 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.573ft HL=1.401ft 570.50 49.98 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.499ft 570.60 51.63 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.655ft HL=1.600ft 570.70 53.22 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.696ft HL=1.700ft 570.80 54.76 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.737ft HL=1.800ft 570.90 56.26 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.778ft HL=1.900ft 571.00 57.73 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.819ft HL=2.001ft 571.10 59.15 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.860ft HL=2.100ft 571.20 60.54 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.901ft HL=2.200ft 571.30 61.91 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.942ft HL=2.300ft 571.40 63.24 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=.983ft HL=2.401ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.324 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 64.53 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.023ft HL=2.500ft 571.60 65.81 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.064ft HL=2.600ft 571.70 67.08 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.106ft HL=2.701ft 571.80 68.30 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.146ft HL=2.800ft 571.90 69.50 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.187ft HL=2.899ft 572.00 70.69 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.228ft HL=3.000ft 572.10 71.87 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.269ft HL=3.100ft 572.20 73.02 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.310ft HL=3.201ft 572.30 74.16 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.351ft HL=3.301ft 572.40 75.26 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.392ft HL=3.400ft 572.50 76.36 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.500ft 572.60 77.44 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.474ft HL=3.600ft 572.70 78.51 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.515ft HL=3.700ft 572.80 79.57 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.556ft HL=3.800ft 572.90 80.60 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.597ft HL=3.900ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.325 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 81.63 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.638ft HL=4.000ft 573.10 82.64 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.678ft HL=4.099ft 573.20 83.65 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.719ft HL=4.200ft 573.30 84.64 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.760ft HL=4.300ft 573.40 85.62 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.802ft HL=4.400ft 573.50 86.58 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.842ft HL=4.500ft 573.60 87.54 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.883ft HL=4.600ft 573.70 88.49 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.924ft HL=4.700ft 573.80 89.43 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.965ft HL=4.801ft 573.90 90.35 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.006ft HL=4.900ft 574.00 91.26 569.00 .000 FULL FLOW...Lfull=70.01ft Vh=2.047ft HL=5.000ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.326 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.327 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.328 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.10 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.20 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.25 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.30 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.40 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.50 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.60 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.70 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.75 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.80 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.90 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.00 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.10 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.20 -.00 569.25 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.329 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 569.30 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 569.40 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 569.50 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 569.25 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 569.25 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 569.25 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 569.25 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 569.25 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 569.25 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.330 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 569.25 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 569.25 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 569.25 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 569.25 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 569.25 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 569.25 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 569.25 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 569.25 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 569.25 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 569.25 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 569.25 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 569.25 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft H.JUMP IN PIPE 572.00 8.99 569.25 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft H.JUMP IN PIPE 572.10 9.84 569.25 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft H.JUMP IN PIPE 572.20 10.71 569.25 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft H.JUMP IN PIPE 572.30 11.60 569.25 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft H.JUMP IN PIPE 572.40 12.49 569.25 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.331 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 569.25 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft H.JUMP IN PIPE 572.60 14.29 569.25 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft H.JUMP IN PIPE 572.70 15.18 569.25 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft H.JUMP IN PIPE 572.80 16.07 569.25 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft H.JUMP IN PIPE 572.90 16.96 569.25 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft H.JUMP IN PIPE 573.00 17.84 569.25 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft H.JUMP IN PIPE 573.10 18.71 569.25 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft H.JUMP IN PIPE 573.20 19.57 569.25 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft H.JUMP IN PIPE 573.30 20.40 569.25 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft H.JUMP IN PIPE 573.40 21.24 569.25 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft H.JUMP IN PIPE 573.50 22.04 569.25 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft H.JUMP IN PIPE 573.60 22.83 569.25 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft H.JUMP IN PIPE 573.70 23.61 569.25 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft H.JUMP IN PIPE 573.80 24.37 569.25 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft H.JUMP IN PIPE 573.90 25.12 569.25 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft H.JUMP IN PIPE 574.00 25.84 569.25 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.332 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.10 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.20 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.25 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.30 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.40 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.50 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.60 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.70 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.75 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.80 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 565.90 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.00 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.10 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.20 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.333 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.30 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.40 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.50 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.60 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.70 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.75 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.80 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 566.90 -59.84 569.25 .000 REVERSE FULL: Lfull=63.64ft Vh=.880ft HL=2.090ft 567.00 -59.65 569.25 .000 REVERSE FULL: Lfull=64.23ft Vh=.874ft HL=2.082ft 567.10 -59.18 569.25 .000 REVERSE FULL: Lfull=65.67ft Vh=.861ft HL=2.062ft 567.20 -58.29 569.25 .000 REVERSE FULL: Lfull=68.30ft Vh=.835ft HL=2.025ft 567.25 -57.72 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.819ft HL=2.000ft 567.30 -56.98 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.798ft HL=1.949ft 567.40 -55.50 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.757ft HL=1.849ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.334 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -54.00 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.717ft HL=1.750ft 567.60 -52.43 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.676ft HL=1.650ft 567.70 -50.83 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.635ft HL=1.551ft 567.75 -49.97 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.614ft HL=1.499ft 567.80 -49.16 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.594ft HL=1.451ft 567.90 -47.42 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.553ft HL=1.350ft 568.00 -45.63 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.512ft HL=1.250ft 568.10 -43.77 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.471ft HL=1.150ft 568.20 -41.82 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.430ft HL=1.050ft 568.25 -40.82 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.409ft HL=1.000ft 568.30 -39.77 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.389ft HL=.949ft 568.40 -37.62 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.348ft HL=.850ft 568.50 -35.33 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 568.60 -32.90 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.266ft HL=.650ft 568.70 -30.28 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.225ft HL=.550ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.335 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 -28.85 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 568.80 -27.37 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.184ft HL=.450ft 568.90 -24.13 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.143ft HL=.349ft 569.00 -20.41 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 569.10 -15.83 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.062ft HL=.150ft 569.20 -9.16 569.25 .000 REVERSE FULL: Lfull=70.01ft Vh=.021ft HL=.050ft 569.25 .00 569.25 .000 HW = TW elev 569.30 9.14 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.021ft HL=.050ft 569.40 15.79 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.061ft HL=.150ft 569.50 20.42 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.103ft HL=.250ft 569.60 24.13 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.143ft HL=.349ft 569.70 27.39 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.184ft HL=.450ft 569.75 28.85 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.205ft HL=.500ft 569.80 30.26 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.225ft HL=.549ft 569.90 32.92 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.266ft HL=.651ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.336 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 35.35 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.750ft 570.10 37.62 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.348ft HL=.850ft 570.20 39.78 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.389ft HL=.950ft 570.30 41.84 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.430ft HL=1.051ft 570.40 43.76 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.471ft HL=1.150ft 570.50 45.64 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.512ft HL=1.250ft 570.60 47.43 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.553ft HL=1.350ft 570.70 49.15 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.594ft HL=1.450ft 570.80 50.82 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.635ft HL=1.550ft 570.90 52.43 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.676ft HL=1.650ft 571.00 54.00 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.717ft HL=1.751ft 571.10 55.51 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.757ft HL=1.850ft 571.20 56.99 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.798ft HL=1.949ft 571.30 58.43 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.839ft HL=2.049ft 571.40 59.85 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.880ft HL=2.150ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.337 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 61.23 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.921ft HL=2.250ft 571.60 62.57 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=.962ft HL=2.350ft 571.70 63.88 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.003ft HL=2.450ft 571.80 65.17 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.044ft HL=2.549ft 571.90 66.44 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.085ft HL=2.650ft 572.00 67.67 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.125ft HL=2.749ft 572.10 68.91 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.167ft HL=2.850ft 572.20 70.11 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.208ft HL=2.951ft 572.30 71.28 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.249ft HL=3.050ft 572.40 72.45 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.290ft HL=3.151ft 572.50 73.58 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.330ft HL=3.250ft 572.60 74.70 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.371ft HL=3.350ft 572.70 75.80 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.412ft HL=3.449ft 572.80 76.91 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.453ft HL=3.550ft 572.90 77.99 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.495ft HL=3.651ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.338 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 79.04 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.535ft HL=3.750ft 573.10 80.09 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.577ft HL=3.851ft 573.20 81.13 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.617ft HL=3.951ft 573.30 82.14 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.658ft HL=4.050ft 573.40 83.15 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.699ft HL=4.150ft 573.50 84.14 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.740ft HL=4.249ft 573.60 85.12 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.781ft HL=4.349ft 573.70 86.10 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.822ft HL=4.450ft 573.80 87.07 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.863ft HL=4.550ft 573.90 88.02 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.904ft HL=4.650ft 574.00 88.95 569.25 .000 FULL FLOW...Lfull=70.01ft Vh=1.945ft HL=4.750ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.339 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.340 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.341 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.10 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.20 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.25 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.30 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.40 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.50 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.60 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.70 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.75 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.80 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.90 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.00 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.10 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.20 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.342 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.30 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.40 -.00 569.50 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.50 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 569.60 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 569.70 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 569.75 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 569.50 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 569.50 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 569.50 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 569.50 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 569.50 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 569.50 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.343 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 569.50 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 569.50 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 569.50 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 569.50 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 569.50 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 569.50 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 569.50 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 569.50 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 569.50 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 569.50 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 569.50 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 569.50 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft H.JUMP IN PIPE 572.00 8.99 569.50 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft H.JUMP IN PIPE 572.10 9.84 569.50 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft H.JUMP IN PIPE 572.20 10.71 569.50 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft H.JUMP IN PIPE 572.30 11.60 569.50 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft H.JUMP IN PIPE 572.40 12.49 569.50 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.344 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 569.50 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft H.JUMP IN PIPE 572.60 14.29 569.50 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft H.JUMP IN PIPE 572.70 15.18 569.50 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft H.JUMP IN PIPE 572.80 16.07 569.50 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft H.JUMP IN PIPE 572.90 16.96 569.50 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft H.JUMP IN PIPE 573.00 17.84 569.50 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft H.JUMP IN PIPE 573.10 18.71 569.50 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft H.JUMP IN PIPE 573.20 19.57 569.50 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft H.JUMP IN PIPE 573.30 20.40 569.50 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft H.JUMP IN PIPE 573.40 21.24 569.50 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft H.JUMP IN PIPE 573.50 22.04 569.50 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft H.JUMP IN PIPE 573.60 22.83 569.50 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft H.JUMP IN PIPE 573.70 23.61 569.50 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft H.JUMP IN PIPE 573.80 24.37 569.50 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft H.JUMP IN PIPE 573.90 25.12 569.50 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft H.JUMP IN PIPE 574.00 25.84 569.50 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.345 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.10 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.20 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.25 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.30 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.40 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.50 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.60 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.70 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.75 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.80 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 565.90 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.00 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.10 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.20 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.346 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.30 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.40 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.50 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.60 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.70 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.75 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.80 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 566.90 -62.97 569.50 .000 REVERSE FULL: Lfull=64.74ft Vh=.974ft HL=2.325ft 567.00 -62.89 569.50 .000 REVERSE FULL: Lfull=64.92ft Vh=.972ft HL=2.322ft 567.10 -62.47 569.50 .000 REVERSE FULL: Lfull=66.20ft Vh=.959ft HL=2.303ft 567.20 -61.75 569.50 .000 REVERSE FULL: Lfull=68.42ft Vh=.937ft HL=2.273ft 567.25 -61.23 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.921ft HL=2.250ft 567.30 -60.53 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.901ft HL=2.200ft 567.40 -59.15 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.860ft HL=2.100ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.347 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -57.72 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.819ft HL=2.000ft 567.60 -56.27 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.778ft HL=1.900ft 567.70 -54.76 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.737ft HL=1.800ft 567.75 -54.00 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.717ft HL=1.750ft 567.80 -53.22 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.696ft HL=1.700ft 567.90 -51.64 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.655ft HL=1.601ft 568.00 -49.97 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.614ft HL=1.499ft 568.10 -48.30 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.573ft HL=1.401ft 568.20 -46.54 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.532ft HL=1.300ft 568.25 -45.63 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.512ft HL=1.250ft 568.30 -44.73 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.492ft HL=1.201ft 568.40 -42.82 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.451ft HL=1.101ft 568.50 -40.82 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.409ft HL=1.000ft 568.60 -38.72 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.368ft HL=.900ft 568.70 -36.53 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.328ft HL=.801ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.348 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 -35.33 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 568.80 -34.14 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.286ft HL=.700ft 568.90 -31.61 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.246ft HL=.600ft 569.00 -28.85 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 569.10 -25.84 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.164ft HL=.401ft 569.20 -22.36 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.123ft HL=.300ft 569.25 -20.41 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 569.30 -18.22 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.082ft HL=.199ft 569.40 -12.97 569.50 .000 REVERSE FULL: Lfull=70.01ft Vh=.041ft HL=.101ft 569.50 .00 569.50 .000 HW = TW elev 569.60 12.90 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.041ft HL=.100ft 569.70 18.23 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.082ft HL=.200ft 569.75 20.41 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.250ft 569.80 22.38 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.123ft HL=.301ft 569.90 25.84 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.164ft HL=.401ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.349 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 28.85 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.205ft HL=.500ft 570.10 31.61 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.246ft HL=.600ft 570.20 34.15 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.287ft HL=.700ft 570.30 36.51 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.328ft HL=.800ft 570.40 38.71 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.368ft HL=.899ft 570.50 40.82 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.409ft HL=1.000ft 570.60 42.82 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.451ft HL=1.100ft 570.70 44.72 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.492ft HL=1.201ft 570.80 46.54 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.532ft HL=1.300ft 570.90 48.29 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.573ft HL=1.400ft 571.00 49.99 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.500ft 571.10 51.62 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.655ft HL=1.600ft 571.20 53.22 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.696ft HL=1.700ft 571.30 54.77 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.737ft HL=1.800ft 571.40 56.27 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.778ft HL=1.900ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.350 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 57.73 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.819ft HL=2.000ft 571.60 59.14 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.859ft HL=2.099ft 571.70 60.54 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.901ft HL=2.200ft 571.80 61.89 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.941ft HL=2.300ft 571.90 63.23 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=.983ft HL=2.400ft 572.00 64.54 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.024ft HL=2.500ft 572.10 65.82 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.065ft HL=2.601ft 572.20 67.08 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.106ft HL=2.701ft 572.30 68.29 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.146ft HL=2.800ft 572.40 69.52 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.188ft HL=2.901ft 572.50 70.70 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.228ft HL=3.001ft 572.60 71.85 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.269ft HL=3.099ft 572.70 73.01 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.310ft HL=3.200ft 572.80 74.15 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.351ft HL=3.300ft 572.90 75.26 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.392ft HL=3.400ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.351 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 76.35 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.499ft 573.10 77.44 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.474ft HL=3.600ft 573.20 78.51 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.515ft HL=3.700ft 573.30 79.57 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.556ft HL=3.801ft 573.40 80.61 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.597ft HL=3.900ft 573.50 81.63 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.638ft HL=4.000ft 573.60 82.66 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.679ft HL=4.101ft 573.70 83.65 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.719ft HL=4.200ft 573.80 84.64 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.761ft HL=4.300ft 573.90 85.62 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.801ft HL=4.400ft 574.00 86.59 569.50 .000 FULL FLOW...Lfull=70.01ft Vh=1.842ft HL=4.500ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.352 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.353 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.354 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.10 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.20 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.25 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.30 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.40 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.50 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.60 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.70 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.75 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.80 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.90 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.00 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.10 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.20 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.355 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.30 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.40 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.50 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.60 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.70 -.00 569.75 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.75 .00 569.75 .000 Upstream HW & DNstream TW < Inv.El 569.80 .00 569.75 .000 Upstream HW & DNstream TW < Inv.El 569.90 .00 569.75 .000 Upstream HW & DNstream TW < Inv.El 570.00 .00 569.75 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 569.75 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 569.75 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 569.75 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 569.75 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 569.75 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 569.75 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 569.75 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.356 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 569.75 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 569.75 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 569.75 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 569.75 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 569.75 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 569.75 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 569.75 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 569.75 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 569.75 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 569.75 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 569.75 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 569.75 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft H.JUMP IN PIPE 572.00 8.99 569.75 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft H.JUMP IN PIPE 572.10 9.84 569.75 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft H.JUMP IN PIPE 572.20 10.71 569.75 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft H.JUMP IN PIPE 572.30 11.60 569.75 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft H.JUMP IN PIPE 572.40 12.49 569.75 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.357 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 569.75 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft H.JUMP IN PIPE 572.60 14.29 569.75 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft H.JUMP IN PIPE 572.70 15.18 569.75 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft H.JUMP IN PIPE 572.80 16.07 569.75 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft H.JUMP IN PIPE 572.90 16.96 569.75 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft H.JUMP IN PIPE 573.00 17.84 569.75 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft H.JUMP IN PIPE 573.10 18.71 569.75 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft H.JUMP IN PIPE 573.20 19.57 569.75 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft H.JUMP IN PIPE 573.30 20.40 569.75 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft H.JUMP IN PIPE 573.40 21.24 569.75 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft H.JUMP IN PIPE 573.50 22.04 569.75 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft H.JUMP IN PIPE 573.60 22.83 569.75 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft H.JUMP IN PIPE 573.70 23.61 569.75 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft H.JUMP IN PIPE 573.80 24.37 569.75 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft H.JUMP IN PIPE 573.90 25.12 569.75 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft H.JUMP IN PIPE 574.00 25.84 569.75 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.358 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.10 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.20 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.25 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.30 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.40 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.50 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.60 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.70 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.75 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.80 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 565.90 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.00 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.10 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.20 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.359 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.30 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.40 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.50 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.60 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.70 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.75 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.80 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 566.90 -65.97 569.75 .000 REVERSE FULL: Lfull=65.65ft Vh=1.070ft HL=2.563ft 567.00 -65.95 569.75 .000 REVERSE FULL: Lfull=65.68ft Vh=1.069ft HL=2.561ft 567.10 -65.66 569.75 .000 REVERSE FULL: Lfull=66.55ft Vh=1.060ft HL=2.549ft 567.20 -65.02 569.75 .000 REVERSE FULL: Lfull=68.53ft Vh=1.039ft HL=2.521ft 567.25 -64.54 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=1.024ft HL=2.500ft 567.30 -63.90 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=1.003ft HL=2.451ft 567.40 -62.56 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.962ft HL=2.349ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.360 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -61.23 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.921ft HL=2.250ft 567.60 -59.84 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.880ft HL=2.150ft 567.70 -58.44 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.839ft HL=2.050ft 567.75 -57.72 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.819ft HL=2.000ft 567.80 -56.98 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.798ft HL=1.949ft 567.90 -55.50 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.757ft HL=1.849ft 568.00 -54.00 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.717ft HL=1.750ft 568.10 -52.43 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.676ft HL=1.650ft 568.20 -50.83 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.635ft HL=1.551ft 568.25 -49.97 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.614ft HL=1.499ft 568.30 -49.16 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.594ft HL=1.451ft 568.40 -47.42 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.553ft HL=1.350ft 568.50 -45.63 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.512ft HL=1.250ft 568.60 -43.77 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.471ft HL=1.150ft 568.70 -41.82 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.430ft HL=1.050ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.361 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 -40.82 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.409ft HL=1.000ft 568.80 -39.77 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.389ft HL=.949ft 568.90 -37.62 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.348ft HL=.850ft 569.00 -35.33 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 569.10 -32.90 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.266ft HL=.650ft 569.20 -30.28 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.225ft HL=.550ft 569.25 -28.85 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 569.30 -27.37 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.184ft HL=.450ft 569.40 -24.13 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.143ft HL=.349ft 569.50 -20.41 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 569.60 -15.83 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.062ft HL=.150ft 569.70 -9.16 569.75 .000 REVERSE FULL: Lfull=70.01ft Vh=.021ft HL=.050ft 569.75 .00 569.75 .000 HW = TW elev 569.80 9.14 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.021ft HL=.050ft 569.90 15.84 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.062ft HL=.151ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.362 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 20.37 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.102ft HL=.249ft 570.10 24.12 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.143ft HL=.349ft 570.20 27.39 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.184ft HL=.450ft 570.30 30.29 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.225ft HL=.551ft 570.40 32.92 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.266ft HL=.651ft 570.50 35.35 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.307ft HL=.750ft 570.60 37.63 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.348ft HL=.850ft 570.70 39.78 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.389ft HL=.950ft 570.80 41.83 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.430ft HL=1.050ft 570.90 43.78 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.471ft HL=1.150ft 571.00 45.62 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.511ft HL=1.249ft 571.10 47.43 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.553ft HL=1.350ft 571.20 49.14 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.594ft HL=1.450ft 571.30 50.82 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.635ft HL=1.550ft 571.40 52.42 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.675ft HL=1.649ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.363 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 53.99 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.716ft HL=1.749ft 571.60 55.50 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.757ft HL=1.849ft 571.70 56.99 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.798ft HL=1.950ft 571.80 58.44 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.839ft HL=2.050ft 571.90 59.85 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.880ft HL=2.150ft 572.00 61.22 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.921ft HL=2.250ft 572.10 62.56 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=.962ft HL=2.349ft 572.20 63.89 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.003ft HL=2.450ft 572.30 65.18 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.044ft HL=2.550ft 572.40 66.44 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.085ft HL=2.650ft 572.50 67.69 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.126ft HL=2.751ft 572.60 68.90 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.167ft HL=2.850ft 572.70 70.10 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.208ft HL=2.950ft 572.80 71.28 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.249ft HL=3.050ft 572.90 72.43 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.289ft HL=3.149ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.364 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 73.58 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.331ft HL=3.250ft 573.10 74.70 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.371ft HL=3.350ft 573.20 75.81 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.412ft HL=3.449ft 573.30 76.91 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.454ft HL=3.551ft 573.40 77.98 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.494ft HL=3.650ft 573.50 79.04 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.535ft HL=3.751ft 573.60 80.08 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.576ft HL=3.849ft 573.70 81.12 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.617ft HL=3.950ft 573.80 82.14 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.658ft HL=4.050ft 573.90 83.15 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.699ft HL=4.150ft 574.00 84.14 569.75 .000 FULL FLOW...Lfull=70.01ft Vh=1.740ft HL=4.250ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.365 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.10 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.20 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.25 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.30 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.40 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.50 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.60 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.70 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.75 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.80 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 565.90 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.00 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.10 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.20 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.25 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.30 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.366 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.40 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.50 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.60 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.70 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.75 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.80 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 566.90 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.00 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.10 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.20 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.25 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.30 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.40 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.50 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.60 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.70 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.75 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.367 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.80 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 567.90 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.00 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.10 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.20 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.25 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.30 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.40 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.50 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.60 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.70 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.75 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.80 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 568.90 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.00 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.10 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.20 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.368 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 569.25 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.30 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.40 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.50 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.60 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.70 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.75 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.80 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 569.90 -.00 570.00 .000 RELAXED CONVERGENCE: HW +/-999999.000ft; Q +/-.0001cfs 570.00 .00 570.00 .000 Upstream HW & DNstream TW < Inv.El 570.10 .00 570.00 .000 Upstream HW & DNstream TW < Inv.El 570.20 .00 570.00 .000 Upstream HW & DNstream TW < Inv.El 570.30 .04 570.00 .000 RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0078cfs 570.40 .14 570.00 .000 CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft H.JUMP IN PIPE 570.50 .31 570.00 .000 CRIT.DEPTH CONTROL Vh= .065ft Dcr= .190ft H.JUMP IN PIPE 570.60 .54 570.00 .000 CRIT.DEPTH CONTROL Vh= .087ft Dcr= .253ft H.JUMP IN PIPE 570.70 .84 570.00 .000 CRIT.DEPTH CONTROL Vh= .109ft Dcr= .315ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.369 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.80 1.20 570.00 .000 CRIT.DEPTH CONTROL Vh= .131ft Dcr= .377ft H.JUMP IN PIPE 570.90 1.60 570.00 .000 CRIT.DEPTH CONTROL Vh= .154ft Dcr= .438ft H.JUMP IN PIPE 571.00 2.06 570.00 .000 CRIT.DEPTH CONTROL Vh= .177ft Dcr= .499ft H.JUMP IN PIPE 571.10 2.58 570.00 .000 CRIT.DEPTH CONTROL Vh= .200ft Dcr= .559ft H.JUMP IN PIPE 571.20 3.14 570.00 .000 CRIT.DEPTH CONTROL Vh= .224ft Dcr= .619ft H.JUMP IN PIPE 571.30 3.75 570.00 .000 CRIT.DEPTH CONTROL Vh= .248ft Dcr= .678ft H.JUMP IN PIPE 571.40 4.41 570.00 .000 CRIT.DEPTH CONTROL Vh= .272ft Dcr= .737ft H.JUMP IN PIPE 571.50 5.09 570.00 .000 CRIT.DEPTH CONTROL Vh= .297ft Dcr= .794ft H.JUMP IN PIPE 571.60 5.81 570.00 .000 CRIT.DEPTH CONTROL Vh= .322ft Dcr= .852ft H.JUMP IN PIPE 571.70 6.57 570.00 .000 CRIT.DEPTH CONTROL Vh= .348ft Dcr= .908ft H.JUMP IN PIPE 571.80 7.35 570.00 .000 CRIT.DEPTH CONTROL Vh= .375ft Dcr= .963ft H.JUMP IN PIPE 571.90 8.16 570.00 .000 CRIT.DEPTH CONTROL Vh= .402ft Dcr= 1.018ft H.JUMP IN PIPE 572.00 8.99 570.00 .000 CRIT.DEPTH CONTROL Vh= .429ft Dcr= 1.070ft H.JUMP IN PIPE 572.10 9.84 570.00 .000 CRIT.DEPTH CONTROL Vh= .457ft Dcr= 1.122ft H.JUMP IN PIPE 572.20 10.71 570.00 .000 CRIT.DEPTH CONTROL Vh= .486ft Dcr= 1.173ft H.JUMP IN PIPE 572.30 11.60 570.00 .000 CRIT.DEPTH CONTROL Vh= .516ft Dcr= 1.223ft H.JUMP IN PIPE 572.40 12.49 570.00 .000 CRIT.DEPTH CONTROL Vh= .547ft Dcr= 1.271ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.370 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 42.48 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 572.50 13.37 570.00 .000 CRIT.DEPTH CONTROL Vh= .578ft Dcr= 1.316ft H.JUMP IN PIPE 572.60 14.29 570.00 .000 CRIT.DEPTH CONTROL Vh= .611ft Dcr= 1.362ft H.JUMP IN PIPE 572.70 15.18 570.00 .000 CRIT.DEPTH CONTROL Vh= .644ft Dcr= 1.405ft H.JUMP IN PIPE 572.80 16.07 570.00 .000 CRIT.DEPTH CONTROL Vh= .679ft Dcr= 1.445ft H.JUMP IN PIPE 572.90 16.96 570.00 .000 CRIT.DEPTH CONTROL Vh= .715ft Dcr= 1.485ft H.JUMP IN PIPE 573.00 17.84 570.00 .000 CRIT.DEPTH CONTROL Vh= .752ft Dcr= 1.522ft H.JUMP IN PIPE 573.10 18.71 570.00 .000 CRIT.DEPTH CONTROL Vh= .790ft Dcr= 1.557ft H.JUMP IN PIPE 573.20 19.57 570.00 .000 CRIT.DEPTH CONTROL Vh= .830ft Dcr= 1.590ft H.JUMP IN PIPE 573.30 20.40 570.00 .000 CRIT.DEPTH CONTROL Vh= .870ft Dcr= 1.621ft H.JUMP IN PIPE 573.40 21.24 570.00 .000 CRIT.DEPTH CONTROL Vh= .912ft Dcr= 1.650ft H.JUMP IN PIPE 573.50 22.04 570.00 .000 CRIT.DEPTH CONTROL Vh= .955ft Dcr= 1.677ft H.JUMP IN PIPE 573.60 22.83 570.00 .000 CRIT.DEPTH CONTROL Vh= .999ft Dcr= 1.701ft H.JUMP IN PIPE 573.70 23.61 570.00 .000 CRIT.DEPTH CONTROL Vh= 1.044ft Dcr= 1.724ft H.JUMP IN PIPE 573.80 24.37 570.00 .000 CRIT.DEPTH CONTROL Vh= 1.091ft Dcr= 1.745ft H.JUMP IN PIPE 573.90 25.12 570.00 .000 CRIT.DEPTH CONTROL Vh= 1.139ft Dcr= 1.765ft H.JUMP IN PIPE 574.00 25.84 570.00 .000 CRIT.DEPTH CONTROL Vh= 1.187ft Dcr= 1.782ft H.JUMP IN PIPE S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.371 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.00 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.10 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.20 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.25 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.30 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.40 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.50 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.60 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.70 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.75 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.80 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 565.90 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.00 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.10 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.20 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.372 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.25 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.30 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.40 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.50 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.60 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.70 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.75 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.80 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 566.90 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 567.00 -68.83 570.00 .000 REVERSE FULL: Lfull=66.44ft Vh=1.164ft HL=2.800ft 567.10 -68.71 570.00 .000 REVERSE FULL: Lfull=66.87ft Vh=1.160ft HL=2.795ft 567.20 -68.14 570.00 .000 REVERSE FULL: Lfull=68.64ft Vh=1.141ft HL=2.770ft 567.25 -67.69 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=1.126ft HL=2.750ft 567.30 -67.07 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=1.105ft HL=2.700ft 567.40 -65.80 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=1.064ft HL=2.599ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.373 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 567.50 -64.54 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=1.024ft HL=2.500ft 567.60 -63.23 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.982ft HL=2.400ft 567.70 -61.89 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.941ft HL=2.300ft 567.75 -61.23 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.921ft HL=2.250ft 567.80 -60.53 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.901ft HL=2.200ft 567.90 -59.15 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.860ft HL=2.100ft 568.00 -57.72 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.819ft HL=2.000ft 568.10 -56.27 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.778ft HL=1.900ft 568.20 -54.76 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.737ft HL=1.800ft 568.25 -54.00 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.717ft HL=1.750ft 568.30 -53.22 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.696ft HL=1.700ft 568.40 -51.64 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.655ft HL=1.601ft 568.50 -49.97 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.614ft HL=1.499ft 568.60 -48.30 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.573ft HL=1.401ft 568.70 -46.54 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.532ft HL=1.300ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.374 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.75 -45.63 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.512ft HL=1.250ft 568.80 -44.73 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.492ft HL=1.201ft 568.90 -42.82 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.451ft HL=1.101ft 569.00 -40.82 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.409ft HL=1.000ft 569.10 -38.72 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.368ft HL=.900ft 569.20 -36.53 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.328ft HL=.801ft 569.25 -35.33 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.307ft HL=.749ft 569.30 -34.14 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.286ft HL=.700ft 569.40 -31.61 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.246ft HL=.600ft 569.50 -28.85 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.205ft HL=.500ft 569.60 -25.84 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.164ft HL=.401ft 569.70 -22.36 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.123ft HL=.300ft 569.75 -20.41 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.102ft HL=.250ft 569.80 -18.22 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.082ft HL=.199ft 569.90 -12.97 570.00 .000 REVERSE FULL: Lfull=70.01ft Vh=.041ft HL=.101ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.375 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 570.00 .00 570.00 .000 HW = TW elev 570.10 12.84 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.041ft HL=.099ft 570.20 18.28 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.082ft HL=.201ft 570.30 22.34 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.123ft HL=.300ft 570.40 25.80 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.164ft HL=.400ft 570.50 28.83 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.204ft HL=.499ft 570.60 31.61 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.245ft HL=.600ft 570.70 34.13 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.286ft HL=.699ft 570.80 36.52 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.328ft HL=.801ft 570.90 38.72 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.368ft HL=.900ft 571.00 40.82 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.410ft HL=1.000ft 571.10 42.82 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.451ft HL=1.100ft 571.20 44.69 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.491ft HL=1.199ft 571.30 46.53 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.532ft HL=1.300ft 571.40 48.28 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.573ft HL=1.399ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.376 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 571.50 50.00 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.614ft HL=1.501ft 571.60 51.63 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.655ft HL=1.600ft 571.70 53.23 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.696ft HL=1.701ft 571.80 54.76 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.737ft HL=1.800ft 571.90 56.26 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.778ft HL=1.900ft 572.00 57.73 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.819ft HL=2.001ft 572.10 59.16 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.860ft HL=2.101ft 572.20 60.54 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.901ft HL=2.200ft 572.30 61.91 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.942ft HL=2.300ft 572.40 63.24 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=.983ft HL=2.400ft 572.50 64.52 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.023ft HL=2.499ft 572.60 65.81 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.064ft HL=2.600ft 572.70 67.06 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.105ft HL=2.699ft 572.80 68.31 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.147ft HL=2.801ft 572.90 69.52 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.188ft HL=2.901ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.377 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 39.82 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) NUMBER OF BARRELS = 2 EACH FLOW = SUM OF BARRELS x FLOW FOR ONE BARREL WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 573.00 70.70 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.228ft HL=3.000ft 573.10 71.85 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.269ft HL=3.099ft 573.20 73.02 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.310ft HL=3.200ft 573.30 74.14 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.351ft HL=3.300ft 573.40 75.26 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.392ft HL=3.400ft 573.50 76.37 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.433ft HL=3.501ft 573.60 77.44 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.474ft HL=3.600ft 573.70 78.51 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.515ft HL=3.700ft 573.80 79.56 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.555ft HL=3.799ft 573.90 80.60 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.597ft HL=3.900ft 574.00 81.63 570.00 .000 FULL FLOW...Lfull=70.01ft Vh=1.637ft HL=4.000ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.378 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 .00 563.50 .000 None contributing 565.10 .07 563.50 .000 LF 565.20 .30 563.50 .000 LF 565.25 .46 563.50 .000 LF 565.30 .66 563.50 .000 LF 565.40 1.16 563.50 .000 LF 565.50 1.78 563.50 .000 LF 565.60 2.56 563.50 .000 LF 565.70 3.44 563.50 .000 LF 565.75 3.92 563.50 .000 LF 565.80 4.43 563.50 .000 LF 565.90 5.54 563.50 .000 LF 566.00 6.76 563.50 .000 LF 566.10 8.09 563.50 .000 LF 566.20 9.51 563.50 .000 LF 566.25 10.25 563.50 .000 LF 566.30 11.03 563.50 .000 LF 566.40 12.61 563.50 .000 LF 566.50 14.29 563.50 .000 LF 566.60 16.03 563.50 .000 LF 566.70 17.86 563.50 .000 LF 566.75 18.78 563.50 .000 LF 566.80 19.74 563.50 .000 LF 566.90 21.66 563.50 .000 LF 567.00 23.66 563.50 .000 LF 567.10 25.68 563.50 .000 LF 567.20 27.71 563.50 .000 LF 567.25 28.76 563.50 .000 LF 567.30 29.80 563.50 .000 LF 567.40 31.94 563.50 .000 LF 567.50 34.04 563.50 .000 LF 567.60 36.19 563.50 .000 LF 567.70 38.33 563.50 .000 LF 567.75 39.41 563.50 .000 LF 567.80 40.50 563.50 .000 LF 567.90 42.64 563.50 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.379 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 563.50 .000 LF 568.10 46.84 563.50 .000 LF 568.20 48.94 563.50 .000 LF 568.25 49.95 563.50 .000 LF 568.30 51.01 563.50 .000 LF 568.40 53.04 563.50 .000 LF 568.50 55.04 563.50 .000 LF 568.60 57.02 563.50 .000 LF 568.70 58.94 563.50 .000 LF 568.75 59.89 563.50 .000 LF 568.80 60.85 563.50 .000 LF 568.90 62.70 563.50 .000 LF 569.00 64.55 563.50 .000 LF 569.10 66.32 563.50 .000 LF 569.20 68.08 563.50 .000 LF 569.25 68.94 563.50 .000 LF 569.30 69.78 563.50 .000 LF 569.40 71.48 563.50 .000 LF 569.50 73.14 563.50 .000 LF 569.60 74.74 563.50 .000 LF 569.70 76.34 563.50 .000 LF 569.75 77.09 563.50 .000 LF 569.80 77.88 563.50 .000 LF 569.90 79.40 563.50 .000 LF 570.00 80.84 563.50 .000 LF 570.10 81.45 563.50 .000 LF 570.20 82.23 563.50 .000 LF 570.30 83.12 563.50 .000 OF +LF 570.40 84.13 563.50 .000 OF +LF 570.50 85.20 563.50 .000 OF +LF 570.60 86.33 563.50 .000 OF +LF 570.70 87.53 563.50 .000 OF +LF 570.80 88.82 563.50 .000 OF +LF 570.90 90.13 563.50 .000 OF +LF 571.00 91.50 563.50 .000 OF +LF 571.10 92.92 563.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.380 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 563.50 .000 OF +LF 571.30 95.86 563.50 .000 OF +LF 571.40 97.40 563.50 .000 OF +LF 571.50 98.95 563.50 .000 OF +LF 571.60 100.55 563.50 .000 OF +LF 571.70 102.16 563.50 .000 OF +LF 571.80 103.79 563.50 .000 OF +LF 571.90 105.46 563.50 .000 OF +LF 572.00 107.14 563.50 .000 OF +LF 572.10 108.80 563.50 .000 OF +LF 572.20 110.51 563.50 .000 OF +LF 572.30 112.22 563.50 .000 OF +LF 572.40 113.93 563.50 .000 OF +LF 572.50 115.63 563.50 .000 OF +LF 572.60 117.29 563.50 .000 OF +LF 572.70 118.99 563.50 .000 OF +LF 572.80 120.67 563.50 .000 OF +LF 572.90 122.36 563.50 .000 OF +LF 573.00 124.02 563.50 .000 OF +LF 573.10 125.68 563.50 .000 OF +LF 573.20 127.31 563.50 .000 OF +LF 573.30 128.92 563.50 .000 OF +LF 573.40 130.52 563.50 .000 OF +LF 573.50 132.08 563.50 .000 OF +LF 573.60 133.63 563.50 .000 OF +LF 573.70 135.14 563.50 .000 OF +LF 573.80 136.65 563.50 .000 OF +LF 573.90 138.14 563.50 .000 OF +LF 574.00 139.58 563.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.381 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 .00 563.75 .000 None contributing 565.10 .07 563.75 .000 LF 565.20 .30 563.75 .000 LF 565.25 .46 563.75 .000 LF 565.30 .66 563.75 .000 LF 565.40 1.16 563.75 .000 LF 565.50 1.78 563.75 .000 LF 565.60 2.56 563.75 .000 LF 565.70 3.44 563.75 .000 LF 565.75 3.92 563.75 .000 LF 565.80 4.43 563.75 .000 LF 565.90 5.54 563.75 .000 LF 566.00 6.76 563.75 .000 LF 566.10 8.09 563.75 .000 LF 566.20 9.51 563.75 .000 LF 566.25 10.25 563.75 .000 LF 566.30 11.03 563.75 .000 LF 566.40 12.61 563.75 .000 LF 566.50 14.29 563.75 .000 LF 566.60 16.03 563.75 .000 LF 566.70 17.86 563.75 .000 LF 566.75 18.78 563.75 .000 LF 566.80 19.74 563.75 .000 LF 566.90 21.66 563.75 .000 LF 567.00 23.66 563.75 .000 LF 567.10 25.68 563.75 .000 LF 567.20 27.71 563.75 .000 LF 567.25 28.76 563.75 .000 LF 567.30 29.80 563.75 .000 LF 567.40 31.94 563.75 .000 LF 567.50 34.04 563.75 .000 LF 567.60 36.19 563.75 .000 LF 567.70 38.33 563.75 .000 LF 567.75 39.41 563.75 .000 LF 567.80 40.50 563.75 .000 LF 567.90 42.64 563.75 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.382 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 563.75 .000 LF 568.10 46.84 563.75 .000 LF 568.20 48.94 563.75 .000 LF 568.25 49.95 563.75 .000 LF 568.30 51.01 563.75 .000 LF 568.40 53.04 563.75 .000 LF 568.50 55.04 563.75 .000 LF 568.60 57.02 563.75 .000 LF 568.70 58.94 563.75 .000 LF 568.75 59.89 563.75 .000 LF 568.80 60.85 563.75 .000 LF 568.90 62.70 563.75 .000 LF 569.00 64.55 563.75 .000 LF 569.10 66.32 563.75 .000 LF 569.20 68.08 563.75 .000 LF 569.25 68.94 563.75 .000 LF 569.30 69.78 563.75 .000 LF 569.40 71.48 563.75 .000 LF 569.50 73.14 563.75 .000 LF 569.60 74.74 563.75 .000 LF 569.70 76.34 563.75 .000 LF 569.75 77.09 563.75 .000 LF 569.80 77.88 563.75 .000 LF 569.90 79.40 563.75 .000 LF 570.00 80.84 563.75 .000 LF 570.10 81.45 563.75 .000 LF 570.20 82.23 563.75 .000 LF 570.30 83.12 563.75 .000 OF +LF 570.40 84.13 563.75 .000 OF +LF 570.50 85.20 563.75 .000 OF +LF 570.60 86.33 563.75 .000 OF +LF 570.70 87.53 563.75 .000 OF +LF 570.80 88.82 563.75 .000 OF +LF 570.90 90.13 563.75 .000 OF +LF 571.00 91.50 563.75 .000 OF +LF 571.10 92.92 563.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.383 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 563.75 .000 OF +LF 571.30 95.86 563.75 .000 OF +LF 571.40 97.40 563.75 .000 OF +LF 571.50 98.95 563.75 .000 OF +LF 571.60 100.55 563.75 .000 OF +LF 571.70 102.16 563.75 .000 OF +LF 571.80 103.79 563.75 .000 OF +LF 571.90 105.46 563.75 .000 OF +LF 572.00 107.14 563.75 .000 OF +LF 572.10 108.80 563.75 .000 OF +LF 572.20 110.51 563.75 .000 OF +LF 572.30 112.22 563.75 .000 OF +LF 572.40 113.93 563.75 .000 OF +LF 572.50 115.63 563.75 .000 OF +LF 572.60 117.29 563.75 .000 OF +LF 572.70 118.99 563.75 .000 OF +LF 572.80 120.67 563.75 .000 OF +LF 572.90 122.36 563.75 .000 OF +LF 573.00 124.02 563.75 .000 OF +LF 573.10 125.68 563.75 .000 OF +LF 573.20 127.31 563.75 .000 OF +LF 573.30 128.92 563.75 .000 OF +LF 573.40 130.52 563.75 .000 OF +LF 573.50 132.08 563.75 .000 OF +LF 573.60 133.63 563.75 .000 OF +LF 573.70 135.14 563.75 .000 OF +LF 573.80 136.65 563.75 .000 OF +LF 573.90 138.14 563.75 .000 OF +LF 574.00 139.58 563.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.384 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 .00 564.00 .000 None contributing 565.10 .07 564.00 .000 LF 565.20 .30 564.00 .000 LF 565.25 .46 564.00 .000 LF 565.30 .66 564.00 .000 LF 565.40 1.16 564.00 .000 LF 565.50 1.78 564.00 .000 LF 565.60 2.56 564.00 .000 LF 565.70 3.44 564.00 .000 LF 565.75 3.92 564.00 .000 LF 565.80 4.43 564.00 .000 LF 565.90 5.54 564.00 .000 LF 566.00 6.76 564.00 .000 LF 566.10 8.09 564.00 .000 LF 566.20 9.51 564.00 .000 LF 566.25 10.25 564.00 .000 LF 566.30 11.03 564.00 .000 LF 566.40 12.61 564.00 .000 LF 566.50 14.29 564.00 .000 LF 566.60 16.03 564.00 .000 LF 566.70 17.86 564.00 .000 LF 566.75 18.78 564.00 .000 LF 566.80 19.74 564.00 .000 LF 566.90 21.66 564.00 .000 LF 567.00 23.66 564.00 .000 LF 567.10 25.68 564.00 .000 LF 567.20 27.71 564.00 .000 LF 567.25 28.76 564.00 .000 LF 567.30 29.80 564.00 .000 LF 567.40 31.94 564.00 .000 LF 567.50 34.04 564.00 .000 LF 567.60 36.19 564.00 .000 LF 567.70 38.33 564.00 .000 LF 567.75 39.41 564.00 .000 LF 567.80 40.50 564.00 .000 LF 567.90 42.64 564.00 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.385 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 564.00 .000 LF 568.10 46.84 564.00 .000 LF 568.20 48.94 564.00 .000 LF 568.25 49.95 564.00 .000 LF 568.30 51.01 564.00 .000 LF 568.40 53.04 564.00 .000 LF 568.50 55.04 564.00 .000 LF 568.60 57.02 564.00 .000 LF 568.70 58.94 564.00 .000 LF 568.75 59.89 564.00 .000 LF 568.80 60.85 564.00 .000 LF 568.90 62.70 564.00 .000 LF 569.00 64.55 564.00 .000 LF 569.10 66.32 564.00 .000 LF 569.20 68.08 564.00 .000 LF 569.25 68.94 564.00 .000 LF 569.30 69.78 564.00 .000 LF 569.40 71.48 564.00 .000 LF 569.50 73.14 564.00 .000 LF 569.60 74.74 564.00 .000 LF 569.70 76.34 564.00 .000 LF 569.75 77.09 564.00 .000 LF 569.80 77.88 564.00 .000 LF 569.90 79.40 564.00 .000 LF 570.00 80.84 564.00 .000 LF 570.10 81.45 564.00 .000 LF 570.20 82.23 564.00 .000 LF 570.30 83.12 564.00 .000 OF +LF 570.40 84.13 564.00 .000 OF +LF 570.50 85.20 564.00 .000 OF +LF 570.60 86.33 564.00 .000 OF +LF 570.70 87.53 564.00 .000 OF +LF 570.80 88.82 564.00 .000 OF +LF 570.90 90.13 564.00 .000 OF +LF 571.00 91.50 564.00 .000 OF +LF 571.10 92.92 564.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.386 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 564.00 .000 OF +LF 571.30 95.86 564.00 .000 OF +LF 571.40 97.40 564.00 .000 OF +LF 571.50 98.95 564.00 .000 OF +LF 571.60 100.55 564.00 .000 OF +LF 571.70 102.16 564.00 .000 OF +LF 571.80 103.79 564.00 .000 OF +LF 571.90 105.46 564.00 .000 OF +LF 572.00 107.14 564.00 .000 OF +LF 572.10 108.80 564.00 .000 OF +LF 572.20 110.51 564.00 .000 OF +LF 572.30 112.22 564.00 .000 OF +LF 572.40 113.93 564.00 .000 OF +LF 572.50 115.63 564.00 .000 OF +LF 572.60 117.29 564.00 .000 OF +LF 572.70 118.99 564.00 .000 OF +LF 572.80 120.67 564.00 .000 OF +LF 572.90 122.36 564.00 .000 OF +LF 573.00 124.02 564.00 .000 OF +LF 573.10 125.68 564.00 .000 OF +LF 573.20 127.31 564.00 .000 OF +LF 573.30 128.92 564.00 .000 OF +LF 573.40 130.52 564.00 .000 OF +LF 573.50 132.08 564.00 .000 OF +LF 573.60 133.63 564.00 .000 OF +LF 573.70 135.14 564.00 .000 OF +LF 573.80 136.65 564.00 .000 OF +LF 573.90 138.14 564.00 .000 OF +LF 574.00 139.58 564.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.387 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 .00 564.25 .000 None contributing 565.10 .07 564.25 .000 LF 565.20 .30 564.25 .000 LF 565.25 .46 564.25 .000 LF 565.30 .66 564.25 .000 LF 565.40 1.16 564.25 .000 LF 565.50 1.78 564.25 .000 LF 565.60 2.56 564.25 .000 LF 565.70 3.44 564.25 .000 LF 565.75 3.92 564.25 .000 LF 565.80 4.43 564.25 .000 LF 565.90 5.54 564.25 .000 LF 566.00 6.76 564.25 .000 LF 566.10 8.09 564.25 .000 LF 566.20 9.51 564.25 .000 LF 566.25 10.25 564.25 .000 LF 566.30 11.03 564.25 .000 LF 566.40 12.61 564.25 .000 LF 566.50 14.29 564.25 .000 LF 566.60 16.03 564.25 .000 LF 566.70 17.86 564.25 .000 LF 566.75 18.78 564.25 .000 LF 566.80 19.74 564.25 .000 LF 566.90 21.66 564.25 .000 LF 567.00 23.66 564.25 .000 LF 567.10 25.68 564.25 .000 LF 567.20 27.71 564.25 .000 LF 567.25 28.76 564.25 .000 LF 567.30 29.80 564.25 .000 LF 567.40 31.94 564.25 .000 LF 567.50 34.04 564.25 .000 LF 567.60 36.19 564.25 .000 LF 567.70 38.33 564.25 .000 LF 567.75 39.41 564.25 .000 LF 567.80 40.50 564.25 .000 LF 567.90 42.64 564.25 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.388 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 564.25 .000 LF 568.10 46.84 564.25 .000 LF 568.20 48.94 564.25 .000 LF 568.25 49.95 564.25 .000 LF 568.30 51.01 564.25 .000 LF 568.40 53.04 564.25 .000 LF 568.50 55.04 564.25 .000 LF 568.60 57.02 564.25 .000 LF 568.70 58.94 564.25 .000 LF 568.75 59.89 564.25 .000 LF 568.80 60.85 564.25 .000 LF 568.90 62.70 564.25 .000 LF 569.00 64.55 564.25 .000 LF 569.10 66.32 564.25 .000 LF 569.20 68.08 564.25 .000 LF 569.25 68.94 564.25 .000 LF 569.30 69.78 564.25 .000 LF 569.40 71.48 564.25 .000 LF 569.50 73.14 564.25 .000 LF 569.60 74.74 564.25 .000 LF 569.70 76.34 564.25 .000 LF 569.75 77.09 564.25 .000 LF 569.80 77.88 564.25 .000 LF 569.90 79.40 564.25 .000 LF 570.00 80.84 564.25 .000 LF 570.10 81.45 564.25 .000 LF 570.20 82.23 564.25 .000 LF 570.30 83.12 564.25 .000 OF +LF 570.40 84.13 564.25 .000 OF +LF 570.50 85.20 564.25 .000 OF +LF 570.60 86.33 564.25 .000 OF +LF 570.70 87.53 564.25 .000 OF +LF 570.80 88.82 564.25 .000 OF +LF 570.90 90.13 564.25 .000 OF +LF 571.00 91.50 564.25 .000 OF +LF 571.10 92.92 564.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.389 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 564.25 .000 OF +LF 571.30 95.86 564.25 .000 OF +LF 571.40 97.40 564.25 .000 OF +LF 571.50 98.95 564.25 .000 OF +LF 571.60 100.55 564.25 .000 OF +LF 571.70 102.16 564.25 .000 OF +LF 571.80 103.79 564.25 .000 OF +LF 571.90 105.46 564.25 .000 OF +LF 572.00 107.14 564.25 .000 OF +LF 572.10 108.80 564.25 .000 OF +LF 572.20 110.51 564.25 .000 OF +LF 572.30 112.22 564.25 .000 OF +LF 572.40 113.93 564.25 .000 OF +LF 572.50 115.63 564.25 .000 OF +LF 572.60 117.29 564.25 .000 OF +LF 572.70 118.99 564.25 .000 OF +LF 572.80 120.67 564.25 .000 OF +LF 572.90 122.36 564.25 .000 OF +LF 573.00 124.02 564.25 .000 OF +LF 573.10 125.68 564.25 .000 OF +LF 573.20 127.31 564.25 .000 OF +LF 573.30 128.92 564.25 .000 OF +LF 573.40 130.52 564.25 .000 OF +LF 573.50 132.08 564.25 .000 OF +LF 573.60 133.63 564.25 .000 OF +LF 573.70 135.14 564.25 .000 OF +LF 573.80 136.65 564.25 .000 OF +LF 573.90 138.14 564.25 .000 OF +LF 574.00 139.58 564.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.390 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 .00 564.50 .000 None contributing 565.10 .07 564.50 .000 LF 565.20 .30 564.50 .000 LF 565.25 .46 564.50 .000 LF 565.30 .66 564.50 .000 LF 565.40 1.16 564.50 .000 LF 565.50 1.78 564.50 .000 LF 565.60 2.56 564.50 .000 LF 565.70 3.44 564.50 .000 LF 565.75 3.92 564.50 .000 LF 565.80 4.43 564.50 .000 LF 565.90 5.54 564.50 .000 LF 566.00 6.76 564.50 .000 LF 566.10 8.09 564.50 .000 LF 566.20 9.51 564.50 .000 LF 566.25 10.25 564.50 .000 LF 566.30 11.03 564.50 .000 LF 566.40 12.61 564.50 .000 LF 566.50 14.29 564.50 .000 LF 566.60 16.03 564.50 .000 LF 566.70 17.86 564.50 .000 LF 566.75 18.78 564.50 .000 LF 566.80 19.74 564.50 .000 LF 566.90 21.66 564.50 .000 LF 567.00 23.66 564.50 .000 LF 567.10 25.68 564.50 .000 LF 567.20 27.71 564.50 .000 LF 567.25 28.76 564.50 .000 LF 567.30 29.80 564.50 .000 LF 567.40 31.94 564.50 .000 LF 567.50 34.04 564.50 .000 LF 567.60 36.19 564.50 .000 LF 567.70 38.33 564.50 .000 LF 567.75 39.41 564.50 .000 LF 567.80 40.50 564.50 .000 LF 567.90 42.64 564.50 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.391 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 564.50 .000 LF 568.10 46.84 564.50 .000 LF 568.20 48.94 564.50 .000 LF 568.25 49.95 564.50 .000 LF 568.30 51.01 564.50 .000 LF 568.40 53.04 564.50 .000 LF 568.50 55.04 564.50 .000 LF 568.60 57.02 564.50 .000 LF 568.70 58.94 564.50 .000 LF 568.75 59.89 564.50 .000 LF 568.80 60.85 564.50 .000 LF 568.90 62.70 564.50 .000 LF 569.00 64.55 564.50 .000 LF 569.10 66.32 564.50 .000 LF 569.20 68.08 564.50 .000 LF 569.25 68.94 564.50 .000 LF 569.30 69.78 564.50 .000 LF 569.40 71.48 564.50 .000 LF 569.50 73.14 564.50 .000 LF 569.60 74.74 564.50 .000 LF 569.70 76.34 564.50 .000 LF 569.75 77.09 564.50 .000 LF 569.80 77.88 564.50 .000 LF 569.90 79.40 564.50 .000 LF 570.00 80.84 564.50 .000 LF 570.10 81.45 564.50 .000 LF 570.20 82.23 564.50 .000 LF 570.30 83.12 564.50 .000 OF +LF 570.40 84.13 564.50 .000 OF +LF 570.50 85.20 564.50 .000 OF +LF 570.60 86.33 564.50 .000 OF +LF 570.70 87.53 564.50 .000 OF +LF 570.80 88.82 564.50 .000 OF +LF 570.90 90.13 564.50 .000 OF +LF 571.00 91.50 564.50 .000 OF +LF 571.10 92.92 564.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.392 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 564.50 .000 OF +LF 571.30 95.86 564.50 .000 OF +LF 571.40 97.40 564.50 .000 OF +LF 571.50 98.95 564.50 .000 OF +LF 571.60 100.55 564.50 .000 OF +LF 571.70 102.16 564.50 .000 OF +LF 571.80 103.79 564.50 .000 OF +LF 571.90 105.46 564.50 .000 OF +LF 572.00 107.14 564.50 .000 OF +LF 572.10 108.80 564.50 .000 OF +LF 572.20 110.51 564.50 .000 OF +LF 572.30 112.22 564.50 .000 OF +LF 572.40 113.93 564.50 .000 OF +LF 572.50 115.63 564.50 .000 OF +LF 572.60 117.29 564.50 .000 OF +LF 572.70 118.99 564.50 .000 OF +LF 572.80 120.67 564.50 .000 OF +LF 572.90 122.36 564.50 .000 OF +LF 573.00 124.02 564.50 .000 OF +LF 573.10 125.68 564.50 .000 OF +LF 573.20 127.31 564.50 .000 OF +LF 573.30 128.92 564.50 .000 OF +LF 573.40 130.52 564.50 .000 OF +LF 573.50 132.08 564.50 .000 OF +LF 573.60 133.63 564.50 .000 OF +LF 573.70 135.14 564.50 .000 OF +LF 573.80 136.65 564.50 .000 OF +LF 573.90 138.14 564.50 .000 OF +LF 574.00 139.58 564.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.393 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 .00 564.75 .000 None contributing 565.10 .07 564.75 .000 LF 565.20 .30 564.75 .000 LF 565.25 .46 564.75 .000 LF 565.30 .66 564.75 .000 LF 565.40 1.16 564.75 .000 LF 565.50 1.78 564.75 .000 LF 565.60 2.56 564.75 .000 LF 565.70 3.44 564.75 .000 LF 565.75 3.92 564.75 .000 LF 565.80 4.43 564.75 .000 LF 565.90 5.54 564.75 .000 LF 566.00 6.76 564.75 .000 LF 566.10 8.09 564.75 .000 LF 566.20 9.51 564.75 .000 LF 566.25 10.25 564.75 .000 LF 566.30 11.03 564.75 .000 LF 566.40 12.61 564.75 .000 LF 566.50 14.29 564.75 .000 LF 566.60 16.03 564.75 .000 LF 566.70 17.86 564.75 .000 LF 566.75 18.78 564.75 .000 LF 566.80 19.74 564.75 .000 LF 566.90 21.66 564.75 .000 LF 567.00 23.66 564.75 .000 LF 567.10 25.68 564.75 .000 LF 567.20 27.71 564.75 .000 LF 567.25 28.76 564.75 .000 LF 567.30 29.80 564.75 .000 LF 567.40 31.94 564.75 .000 LF 567.50 34.04 564.75 .000 LF 567.60 36.19 564.75 .000 LF 567.70 38.33 564.75 .000 LF 567.75 39.41 564.75 .000 LF 567.80 40.50 564.75 .000 LF 567.90 42.64 564.75 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.394 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 564.75 .000 LF 568.10 46.84 564.75 .000 LF 568.20 48.94 564.75 .000 LF 568.25 49.95 564.75 .000 LF 568.30 51.01 564.75 .000 LF 568.40 53.04 564.75 .000 LF 568.50 55.04 564.75 .000 LF 568.60 57.02 564.75 .000 LF 568.70 58.94 564.75 .000 LF 568.75 59.89 564.75 .000 LF 568.80 60.85 564.75 .000 LF 568.90 62.70 564.75 .000 LF 569.00 64.55 564.75 .000 LF 569.10 66.32 564.75 .000 LF 569.20 68.08 564.75 .000 LF 569.25 68.94 564.75 .000 LF 569.30 69.78 564.75 .000 LF 569.40 71.48 564.75 .000 LF 569.50 73.14 564.75 .000 LF 569.60 74.74 564.75 .000 LF 569.70 76.34 564.75 .000 LF 569.75 77.09 564.75 .000 LF 569.80 77.88 564.75 .000 LF 569.90 79.40 564.75 .000 LF 570.00 80.84 564.75 .000 LF 570.10 81.45 564.75 .000 LF 570.20 82.23 564.75 .000 LF 570.30 83.12 564.75 .000 OF +LF 570.40 84.13 564.75 .000 OF +LF 570.50 85.20 564.75 .000 OF +LF 570.60 86.33 564.75 .000 OF +LF 570.70 87.53 564.75 .000 OF +LF 570.80 88.82 564.75 .000 OF +LF 570.90 90.13 564.75 .000 OF +LF 571.00 91.50 564.75 .000 OF +LF 571.10 92.92 564.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.395 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 564.75 .000 OF +LF 571.30 95.86 564.75 .000 OF +LF 571.40 97.40 564.75 .000 OF +LF 571.50 98.95 564.75 .000 OF +LF 571.60 100.55 564.75 .000 OF +LF 571.70 102.16 564.75 .000 OF +LF 571.80 103.79 564.75 .000 OF +LF 571.90 105.46 564.75 .000 OF +LF 572.00 107.14 564.75 .000 OF +LF 572.10 108.80 564.75 .000 OF +LF 572.20 110.51 564.75 .000 OF +LF 572.30 112.22 564.75 .000 OF +LF 572.40 113.93 564.75 .000 OF +LF 572.50 115.63 564.75 .000 OF +LF 572.60 117.29 564.75 .000 OF +LF 572.70 118.99 564.75 .000 OF +LF 572.80 120.67 564.75 .000 OF +LF 572.90 122.36 564.75 .000 OF +LF 573.00 124.02 564.75 .000 OF +LF 573.10 125.68 564.75 .000 OF +LF 573.20 127.31 564.75 .000 OF +LF 573.30 128.92 564.75 .000 OF +LF 573.40 130.52 564.75 .000 OF +LF 573.50 132.08 564.75 .000 OF +LF 573.60 133.63 564.75 .000 OF +LF 573.70 135.14 564.75 .000 OF +LF 573.80 136.65 564.75 .000 OF +LF 573.90 138.14 564.75 .000 OF +LF 574.00 139.58 564.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.396 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 .00 565.00 .000 None contributing 565.10 .07 565.00 .000 LF 565.20 .30 565.00 .000 LF 565.25 .46 565.00 .000 LF 565.30 .66 565.00 .000 LF 565.40 1.16 565.00 .000 LF 565.50 1.78 565.00 .000 LF 565.60 2.56 565.00 .000 LF 565.70 3.44 565.00 .000 LF 565.75 3.92 565.00 .000 LF 565.80 4.43 565.00 .000 LF 565.90 5.54 565.00 .000 LF 566.00 6.76 565.00 .000 LF 566.10 8.09 565.00 .000 LF 566.20 9.51 565.00 .000 LF 566.25 10.25 565.00 .000 LF 566.30 11.03 565.00 .000 LF 566.40 12.61 565.00 .000 LF 566.50 14.29 565.00 .000 LF 566.60 16.03 565.00 .000 LF 566.70 17.86 565.00 .000 LF 566.75 18.78 565.00 .000 LF 566.80 19.74 565.00 .000 LF 566.90 21.66 565.00 .000 LF 567.00 23.66 565.00 .000 LF 567.10 25.68 565.00 .000 LF 567.20 27.71 565.00 .000 LF 567.25 28.76 565.00 .000 LF 567.30 29.80 565.00 .000 LF 567.40 31.94 565.00 .000 LF 567.50 34.04 565.00 .000 LF 567.60 36.19 565.00 .000 LF 567.70 38.33 565.00 .000 LF 567.75 39.41 565.00 .000 LF 567.80 40.50 565.00 .000 LF 567.90 42.64 565.00 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.397 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 565.00 .000 LF 568.10 46.84 565.00 .000 LF 568.20 48.94 565.00 .000 LF 568.25 49.95 565.00 .000 LF 568.30 51.01 565.00 .000 LF 568.40 53.04 565.00 .000 LF 568.50 55.04 565.00 .000 LF 568.60 57.02 565.00 .000 LF 568.70 58.94 565.00 .000 LF 568.75 59.89 565.00 .000 LF 568.80 60.85 565.00 .000 LF 568.90 62.70 565.00 .000 LF 569.00 64.55 565.00 .000 LF 569.10 66.32 565.00 .000 LF 569.20 68.08 565.00 .000 LF 569.25 68.94 565.00 .000 LF 569.30 69.78 565.00 .000 LF 569.40 71.48 565.00 .000 LF 569.50 73.14 565.00 .000 LF 569.60 74.74 565.00 .000 LF 569.70 76.34 565.00 .000 LF 569.75 77.09 565.00 .000 LF 569.80 77.88 565.00 .000 LF 569.90 79.40 565.00 .000 LF 570.00 80.84 565.00 .000 LF 570.10 81.45 565.00 .000 LF 570.20 82.23 565.00 .000 LF 570.30 83.12 565.00 .000 OF +LF 570.40 84.13 565.00 .000 OF +LF 570.50 85.20 565.00 .000 OF +LF 570.60 86.33 565.00 .000 OF +LF 570.70 87.53 565.00 .000 OF +LF 570.80 88.82 565.00 .000 OF +LF 570.90 90.13 565.00 .000 OF +LF 571.00 91.50 565.00 .000 OF +LF 571.10 92.92 565.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.398 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 565.00 .000 OF +LF 571.30 95.86 565.00 .000 OF +LF 571.40 97.40 565.00 .000 OF +LF 571.50 98.95 565.00 .000 OF +LF 571.60 100.55 565.00 .000 OF +LF 571.70 102.16 565.00 .000 OF +LF 571.80 103.79 565.00 .000 OF +LF 571.90 105.46 565.00 .000 OF +LF 572.00 107.14 565.00 .000 OF +LF 572.10 108.80 565.00 .000 OF +LF 572.20 110.51 565.00 .000 OF +LF 572.30 112.22 565.00 .000 OF +LF 572.40 113.93 565.00 .000 OF +LF 572.50 115.63 565.00 .000 OF +LF 572.60 117.29 565.00 .000 OF +LF 572.70 118.99 565.00 .000 OF +LF 572.80 120.67 565.00 .000 OF +LF 572.90 122.36 565.00 .000 OF +LF 573.00 124.02 565.00 .000 OF +LF 573.10 125.68 565.00 .000 OF +LF 573.20 127.31 565.00 .000 OF +LF 573.30 128.92 565.00 .000 OF +LF 573.40 130.52 565.00 .000 OF +LF 573.50 132.08 565.00 .000 OF +LF 573.60 133.63 565.00 .000 OF +LF 573.70 135.14 565.00 .000 OF +LF 573.80 136.65 565.00 .000 OF +LF 573.90 138.14 565.00 .000 OF +LF 574.00 139.58 565.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.399 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -.58 565.25 .000 OF +LF 565.10 -.58 565.25 .000 OF +LF 565.20 -.56 565.25 .000 OF +LF 565.25 .00 565.25 .000 LF 565.30 .69 565.25 .000 LF 565.40 1.16 565.25 .000 LF 565.50 1.78 565.25 .000 LF 565.60 2.56 565.25 .000 LF 565.70 3.44 565.25 .000 LF 565.75 3.92 565.25 .000 LF 565.80 4.43 565.25 .000 LF 565.90 5.54 565.25 .000 LF 566.00 6.76 565.25 .000 LF 566.10 8.09 565.25 .000 LF 566.20 9.51 565.25 .000 LF 566.25 10.25 565.25 .000 LF 566.30 11.03 565.25 .000 LF 566.40 12.61 565.25 .000 LF 566.50 14.29 565.25 .000 LF 566.60 16.03 565.25 .000 LF 566.70 17.86 565.25 .000 LF 566.75 18.78 565.25 .000 LF 566.80 19.74 565.25 .000 LF 566.90 21.66 565.25 .000 LF 567.00 23.66 565.25 .000 LF 567.10 25.68 565.25 .000 LF 567.20 27.71 565.25 .000 LF 567.25 28.76 565.25 .000 LF 567.30 29.80 565.25 .000 LF 567.40 31.94 565.25 .000 LF 567.50 34.04 565.25 .000 LF 567.60 36.19 565.25 .000 LF 567.70 38.33 565.25 .000 LF 567.75 39.41 565.25 .000 LF 567.80 40.50 565.25 .000 LF 567.90 42.64 565.25 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.400 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 565.25 .000 LF 568.10 46.84 565.25 .000 LF 568.20 48.94 565.25 .000 LF 568.25 49.95 565.25 .000 LF 568.30 51.01 565.25 .000 LF 568.40 53.04 565.25 .000 LF 568.50 55.04 565.25 .000 LF 568.60 57.02 565.25 .000 LF 568.70 58.94 565.25 .000 LF 568.75 59.89 565.25 .000 LF 568.80 60.85 565.25 .000 LF 568.90 62.70 565.25 .000 LF 569.00 64.55 565.25 .000 LF 569.10 66.32 565.25 .000 LF 569.20 68.08 565.25 .000 LF 569.25 68.94 565.25 .000 LF 569.30 69.78 565.25 .000 LF 569.40 71.48 565.25 .000 LF 569.50 73.14 565.25 .000 LF 569.60 74.74 565.25 .000 LF 569.70 76.34 565.25 .000 LF 569.75 77.09 565.25 .000 LF 569.80 77.88 565.25 .000 LF 569.90 79.40 565.25 .000 LF 570.00 80.84 565.25 .000 LF 570.10 81.45 565.25 .000 LF 570.20 82.23 565.25 .000 LF 570.30 83.12 565.25 .000 OF +LF 570.40 84.13 565.25 .000 OF +LF 570.50 85.20 565.25 .000 OF +LF 570.60 86.33 565.25 .000 OF +LF 570.70 87.53 565.25 .000 OF +LF 570.80 88.82 565.25 .000 OF +LF 570.90 90.13 565.25 .000 OF +LF 571.00 91.50 565.25 .000 OF +LF 571.10 92.92 565.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.401 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 565.25 .000 OF +LF 571.30 95.86 565.25 .000 OF +LF 571.40 97.40 565.25 .000 OF +LF 571.50 98.95 565.25 .000 OF +LF 571.60 100.55 565.25 .000 OF +LF 571.70 102.16 565.25 .000 OF +LF 571.80 103.79 565.25 .000 OF +LF 571.90 105.46 565.25 .000 OF +LF 572.00 107.14 565.25 .000 OF +LF 572.10 108.80 565.25 .000 OF +LF 572.20 110.51 565.25 .000 OF +LF 572.30 112.22 565.25 .000 OF +LF 572.40 113.93 565.25 .000 OF +LF 572.50 115.63 565.25 .000 OF +LF 572.60 117.29 565.25 .000 OF +LF 572.70 118.99 565.25 .000 OF +LF 572.80 120.67 565.25 .000 OF +LF 572.90 122.36 565.25 .000 OF +LF 573.00 124.02 565.25 .000 OF +LF 573.10 125.68 565.25 .000 OF +LF 573.20 127.31 565.25 .000 OF +LF 573.30 128.92 565.25 .000 OF +LF 573.40 130.52 565.25 .000 OF +LF 573.50 132.08 565.25 .000 OF +LF 573.60 133.63 565.25 .000 OF +LF 573.70 135.14 565.25 .000 OF +LF 573.80 136.65 565.25 .000 OF +LF 573.90 138.14 565.25 .000 OF +LF 574.00 139.58 565.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.402 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -2.27 565.50 .000 OF +LF 565.10 -2.27 565.50 .000 OF +LF 565.20 -2.27 565.50 .000 OF +LF 565.25 -2.27 565.50 .000 OF +LF 565.30 -2.27 565.50 .000 OF +LF 565.40 -2.19 565.50 .000 OF +LF 565.50 .00 565.50 .000 LF 565.60 2.69 565.50 .000 LF 565.70 3.44 565.50 .000 LF 565.75 3.92 565.50 .000 LF 565.80 4.43 565.50 .000 LF 565.90 5.54 565.50 .000 LF 566.00 6.76 565.50 .000 LF 566.10 8.09 565.50 .000 LF 566.20 9.51 565.50 .000 LF 566.25 10.25 565.50 .000 LF 566.30 11.03 565.50 .000 LF 566.40 12.61 565.50 .000 LF 566.50 14.29 565.50 .000 LF 566.60 16.03 565.50 .000 LF 566.70 17.86 565.50 .000 LF 566.75 18.78 565.50 .000 LF 566.80 19.74 565.50 .000 LF 566.90 21.66 565.50 .000 LF 567.00 23.66 565.50 .000 LF 567.10 25.68 565.50 .000 LF 567.20 27.71 565.50 .000 LF 567.25 28.76 565.50 .000 LF 567.30 29.80 565.50 .000 LF 567.40 31.94 565.50 .000 LF 567.50 34.04 565.50 .000 LF 567.60 36.19 565.50 .000 LF 567.70 38.33 565.50 .000 LF 567.75 39.41 565.50 .000 LF 567.80 40.50 565.50 .000 LF 567.90 42.64 565.50 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.403 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 565.50 .000 LF 568.10 46.84 565.50 .000 LF 568.20 48.94 565.50 .000 LF 568.25 49.95 565.50 .000 LF 568.30 51.01 565.50 .000 LF 568.40 53.04 565.50 .000 LF 568.50 55.04 565.50 .000 LF 568.60 57.02 565.50 .000 LF 568.70 58.94 565.50 .000 LF 568.75 59.89 565.50 .000 LF 568.80 60.85 565.50 .000 LF 568.90 62.70 565.50 .000 LF 569.00 64.55 565.50 .000 LF 569.10 66.32 565.50 .000 LF 569.20 68.08 565.50 .000 LF 569.25 68.94 565.50 .000 LF 569.30 69.78 565.50 .000 LF 569.40 71.48 565.50 .000 LF 569.50 73.14 565.50 .000 LF 569.60 74.74 565.50 .000 LF 569.70 76.34 565.50 .000 LF 569.75 77.09 565.50 .000 LF 569.80 77.88 565.50 .000 LF 569.90 79.40 565.50 .000 LF 570.00 80.84 565.50 .000 LF 570.10 81.45 565.50 .000 LF 570.20 82.23 565.50 .000 LF 570.30 83.12 565.50 .000 OF +LF 570.40 84.13 565.50 .000 OF +LF 570.50 85.20 565.50 .000 OF +LF 570.60 86.33 565.50 .000 OF +LF 570.70 87.53 565.50 .000 OF +LF 570.80 88.82 565.50 .000 OF +LF 570.90 90.13 565.50 .000 OF +LF 571.00 91.50 565.50 .000 OF +LF 571.10 92.92 565.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.404 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 565.50 .000 OF +LF 571.30 95.86 565.50 .000 OF +LF 571.40 97.40 565.50 .000 OF +LF 571.50 98.95 565.50 .000 OF +LF 571.60 100.55 565.50 .000 OF +LF 571.70 102.16 565.50 .000 OF +LF 571.80 103.79 565.50 .000 OF +LF 571.90 105.46 565.50 .000 OF +LF 572.00 107.14 565.50 .000 OF +LF 572.10 108.80 565.50 .000 OF +LF 572.20 110.51 565.50 .000 OF +LF 572.30 112.22 565.50 .000 OF +LF 572.40 113.93 565.50 .000 OF +LF 572.50 115.63 565.50 .000 OF +LF 572.60 117.29 565.50 .000 OF +LF 572.70 118.99 565.50 .000 OF +LF 572.80 120.67 565.50 .000 OF +LF 572.90 122.36 565.50 .000 OF +LF 573.00 124.02 565.50 .000 OF +LF 573.10 125.68 565.50 .000 OF +LF 573.20 127.31 565.50 .000 OF +LF 573.30 128.92 565.50 .000 OF +LF 573.40 130.52 565.50 .000 OF +LF 573.50 132.08 565.50 .000 OF +LF 573.60 133.63 565.50 .000 OF +LF 573.70 135.14 565.50 .000 OF +LF 573.80 136.65 565.50 .000 OF +LF 573.90 138.14 565.50 .000 OF +LF 574.00 139.58 565.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.405 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -4.91 565.75 .000 OF +LF 565.10 -4.91 565.75 .000 OF +LF 565.20 -4.91 565.75 .000 OF +LF 565.25 -4.91 565.75 .000 OF +LF 565.30 -4.91 565.75 .000 OF +LF 565.40 -4.91 565.75 .000 OF +LF 565.50 -4.91 565.75 .000 OF +LF 565.60 -4.72 565.75 .000 OF +LF 565.70 -3.29 565.75 .000 OF +LF 565.75 .00 565.75 .000 LF 565.80 3.84 565.75 .000 LF 565.90 5.87 565.75 .000 LF 566.00 6.76 565.75 .000 LF 566.10 8.09 565.75 .000 LF 566.20 9.51 565.75 .000 LF 566.25 10.25 565.75 .000 LF 566.30 11.03 565.75 .000 LF 566.40 12.61 565.75 .000 LF 566.50 14.29 565.75 .000 LF 566.60 16.03 565.75 .000 LF 566.70 17.86 565.75 .000 LF 566.75 18.78 565.75 .000 LF 566.80 19.74 565.75 .000 LF 566.90 21.66 565.75 .000 LF 567.00 23.66 565.75 .000 LF 567.10 25.68 565.75 .000 LF 567.20 27.71 565.75 .000 LF 567.25 28.76 565.75 .000 LF 567.30 29.80 565.75 .000 LF 567.40 31.94 565.75 .000 LF 567.50 34.04 565.75 .000 LF 567.60 36.19 565.75 .000 LF 567.70 38.33 565.75 .000 LF 567.75 39.41 565.75 .000 LF 567.80 40.50 565.75 .000 LF 567.90 42.64 565.75 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.406 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 565.75 .000 LF 568.10 46.84 565.75 .000 LF 568.20 48.94 565.75 .000 LF 568.25 49.95 565.75 .000 LF 568.30 51.01 565.75 .000 LF 568.40 53.04 565.75 .000 LF 568.50 55.04 565.75 .000 LF 568.60 57.02 565.75 .000 LF 568.70 58.94 565.75 .000 LF 568.75 59.89 565.75 .000 LF 568.80 60.85 565.75 .000 LF 568.90 62.70 565.75 .000 LF 569.00 64.55 565.75 .000 LF 569.10 66.32 565.75 .000 LF 569.20 68.08 565.75 .000 LF 569.25 68.94 565.75 .000 LF 569.30 69.78 565.75 .000 LF 569.40 71.48 565.75 .000 LF 569.50 73.14 565.75 .000 LF 569.60 74.74 565.75 .000 LF 569.70 76.34 565.75 .000 LF 569.75 77.09 565.75 .000 LF 569.80 77.88 565.75 .000 LF 569.90 79.40 565.75 .000 LF 570.00 80.84 565.75 .000 LF 570.10 81.45 565.75 .000 LF 570.20 82.23 565.75 .000 LF 570.30 83.12 565.75 .000 OF +LF 570.40 84.13 565.75 .000 OF +LF 570.50 85.20 565.75 .000 OF +LF 570.60 86.33 565.75 .000 OF +LF 570.70 87.53 565.75 .000 OF +LF 570.80 88.82 565.75 .000 OF +LF 570.90 90.13 565.75 .000 OF +LF 571.00 91.50 565.75 .000 OF +LF 571.10 92.92 565.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.407 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 565.75 .000 OF +LF 571.30 95.86 565.75 .000 OF +LF 571.40 97.40 565.75 .000 OF +LF 571.50 98.95 565.75 .000 OF +LF 571.60 100.55 565.75 .000 OF +LF 571.70 102.16 565.75 .000 OF +LF 571.80 103.79 565.75 .000 OF +LF 571.90 105.46 565.75 .000 OF +LF 572.00 107.14 565.75 .000 OF +LF 572.10 108.80 565.75 .000 OF +LF 572.20 110.51 565.75 .000 OF +LF 572.30 112.22 565.75 .000 OF +LF 572.40 113.93 565.75 .000 OF +LF 572.50 115.63 565.75 .000 OF +LF 572.60 117.29 565.75 .000 OF +LF 572.70 118.99 565.75 .000 OF +LF 572.80 120.67 565.75 .000 OF +LF 572.90 122.36 565.75 .000 OF +LF 573.00 124.02 565.75 .000 OF +LF 573.10 125.68 565.75 .000 OF +LF 573.20 127.31 565.75 .000 OF +LF 573.30 128.92 565.75 .000 OF +LF 573.40 130.52 565.75 .000 OF +LF 573.50 132.08 565.75 .000 OF +LF 573.60 133.63 565.75 .000 OF +LF 573.70 135.14 565.75 .000 OF +LF 573.80 136.65 565.75 .000 OF +LF 573.90 138.14 565.75 .000 OF +LF 574.00 139.58 565.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.408 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -8.39 566.00 .000 OF +LF 565.10 -8.39 566.00 .000 OF +LF 565.20 -8.39 566.00 .000 OF +LF 565.25 -8.39 566.00 .000 OF +LF 565.30 -8.39 566.00 .000 OF +LF 565.40 -8.39 566.00 .000 OF +LF 565.50 -8.39 566.00 .000 OF +LF 565.60 -8.39 566.00 .000 OF +LF 565.70 -8.39 566.00 .000 OF +LF 565.75 -8.30 566.00 .000 OF +LF 565.80 -7.96 566.00 .000 OF +LF 565.90 -6.44 566.00 .000 OF +LF 566.00 .00 566.00 .000 LF 566.10 7.56 566.00 .000 LF 566.20 10.02 566.00 .000 LF 566.25 10.72 566.00 .000 LF 566.30 11.03 566.00 .000 LF 566.40 12.61 566.00 .000 LF 566.50 14.29 566.00 .000 LF 566.60 16.03 566.00 .000 LF 566.70 17.86 566.00 .000 LF 566.75 18.78 566.00 .000 LF 566.80 19.74 566.00 .000 LF 566.90 21.66 566.00 .000 LF 567.00 23.66 566.00 .000 LF 567.10 25.68 566.00 .000 LF 567.20 27.71 566.00 .000 LF 567.25 28.76 566.00 .000 LF 567.30 29.80 566.00 .000 LF 567.40 31.94 566.00 .000 LF 567.50 34.04 566.00 .000 LF 567.60 36.19 566.00 .000 LF 567.70 38.33 566.00 .000 LF 567.75 39.41 566.00 .000 LF 567.80 40.50 566.00 .000 LF 567.90 42.64 566.00 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.409 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 566.00 .000 LF 568.10 46.84 566.00 .000 LF 568.20 48.94 566.00 .000 LF 568.25 49.95 566.00 .000 LF 568.30 51.01 566.00 .000 LF 568.40 53.04 566.00 .000 LF 568.50 55.04 566.00 .000 LF 568.60 57.02 566.00 .000 LF 568.70 58.94 566.00 .000 LF 568.75 59.89 566.00 .000 LF 568.80 60.85 566.00 .000 LF 568.90 62.70 566.00 .000 LF 569.00 64.55 566.00 .000 LF 569.10 66.32 566.00 .000 LF 569.20 68.08 566.00 .000 LF 569.25 68.94 566.00 .000 LF 569.30 69.78 566.00 .000 LF 569.40 71.48 566.00 .000 LF 569.50 73.14 566.00 .000 LF 569.60 74.74 566.00 .000 LF 569.70 76.34 566.00 .000 LF 569.75 77.09 566.00 .000 LF 569.80 77.88 566.00 .000 LF 569.90 79.40 566.00 .000 LF 570.00 80.84 566.00 .000 LF 570.10 81.45 566.00 .000 LF 570.20 82.23 566.00 .000 LF 570.30 83.12 566.00 .000 OF +LF 570.40 84.13 566.00 .000 OF +LF 570.50 85.20 566.00 .000 OF +LF 570.60 86.33 566.00 .000 OF +LF 570.70 87.53 566.00 .000 OF +LF 570.80 88.82 566.00 .000 OF +LF 570.90 90.13 566.00 .000 OF +LF 571.00 91.50 566.00 .000 OF +LF 571.10 92.92 566.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.410 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 94.37 566.00 .000 OF +LF 571.30 95.86 566.00 .000 OF +LF 571.40 97.40 566.00 .000 OF +LF 571.50 98.95 566.00 .000 OF +LF 571.60 100.55 566.00 .000 OF +LF 571.70 102.16 566.00 .000 OF +LF 571.80 103.79 566.00 .000 OF +LF 571.90 105.46 566.00 .000 OF +LF 572.00 107.14 566.00 .000 OF +LF 572.10 108.80 566.00 .000 OF +LF 572.20 110.51 566.00 .000 OF +LF 572.30 112.22 566.00 .000 OF +LF 572.40 113.93 566.00 .000 OF +LF 572.50 115.63 566.00 .000 OF +LF 572.60 117.29 566.00 .000 OF +LF 572.70 118.99 566.00 .000 OF +LF 572.80 120.67 566.00 .000 OF +LF 572.90 122.36 566.00 .000 OF +LF 573.00 124.02 566.00 .000 OF +LF 573.10 125.68 566.00 .000 OF +LF 573.20 127.31 566.00 .000 OF +LF 573.30 128.92 566.00 .000 OF +LF 573.40 130.52 566.00 .000 OF +LF 573.50 132.08 566.00 .000 OF +LF 573.60 133.63 566.00 .000 OF +LF 573.70 135.14 566.00 .000 OF +LF 573.80 136.65 566.00 .000 OF +LF 573.90 138.14 566.00 .000 OF +LF 574.00 139.58 566.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.411 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -12.45 566.25 .000 OF +LF 565.10 -12.45 566.25 .000 OF +LF 565.20 -12.45 566.25 .000 OF +LF 565.25 -12.45 566.25 .000 OF +LF 565.30 -12.45 566.25 .000 OF +LF 565.40 -12.45 566.25 .000 OF +LF 565.50 -12.45 566.25 .000 OF +LF 565.60 -12.45 566.25 .000 OF +LF 565.70 -12.45 566.25 .000 OF +LF 565.75 -12.45 566.25 .000 OF +LF 565.80 -12.45 566.25 .000 OF +LF 565.90 -12.40 566.25 .000 OF +LF 566.00 -11.68 566.25 .000 OF +LF 566.10 -10.01 566.25 .000 OF +LF 566.20 -6.29 566.25 .000 OF +LF 566.25 .00 566.25 .000 LF 566.30 6.98 566.25 .000 LF 566.40 11.83 566.25 .000 LF 566.50 14.82 566.25 .000 LF 566.60 16.83 566.25 .000 LF 566.70 17.86 566.25 .000 LF 566.75 18.78 566.25 .000 LF 566.80 19.74 566.25 .000 LF 566.90 21.66 566.25 .000 LF 567.00 23.66 566.25 .000 LF 567.10 25.68 566.25 .000 LF 567.20 27.71 566.25 .000 LF 567.25 28.76 566.25 .000 LF 567.30 29.80 566.25 .000 LF 567.40 31.94 566.25 .000 LF 567.50 34.04 566.25 .000 LF 567.60 36.19 566.25 .000 LF 567.70 38.33 566.25 .000 LF 567.75 39.41 566.25 .000 LF 567.80 40.50 566.25 .000 LF 567.90 42.64 566.25 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.412 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 566.25 .000 LF 568.10 46.84 566.25 .000 LF 568.20 48.94 566.25 .000 LF 568.25 49.95 566.25 .000 LF 568.30 51.01 566.25 .000 LF 568.40 53.04 566.25 .000 LF 568.50 55.04 566.25 .000 LF 568.60 57.02 566.25 .000 LF 568.70 58.94 566.25 .000 LF 568.75 59.89 566.25 .000 LF 568.80 60.85 566.25 .000 LF 568.90 62.70 566.25 .000 LF 569.00 64.55 566.25 .000 LF 569.10 66.32 566.25 .000 LF 569.20 68.08 566.25 .000 LF 569.25 68.94 566.25 .000 LF 569.30 69.78 566.25 .000 LF 569.40 71.48 566.25 .000 LF 569.50 73.14 566.25 .000 LF 569.60 74.70 566.25 .000 LF 569.70 75.81 566.25 .000 LF 569.75 76.37 566.25 .000 LF 569.80 76.90 566.25 .000 LF 569.90 77.98 566.25 .000 LF 570.00 79.03 566.25 .000 LF 570.10 80.09 566.25 .000 LF 570.20 81.11 566.25 .000 LF 570.30 82.17 566.25 .000 OF +LF 570.40 83.30 566.25 .000 OF +LF 570.50 84.46 566.25 .000 OF +LF 570.60 85.67 566.25 .000 OF +LF 570.70 86.95 566.25 .000 OF +LF 570.80 88.26 566.25 .000 OF +LF 570.90 89.61 566.25 .000 OF +LF 571.00 91.02 566.25 .000 OF +LF 571.10 92.47 566.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.413 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 93.94 566.25 .000 OF +LF 571.30 95.48 566.25 .000 OF +LF 571.40 97.03 566.25 .000 OF +LF 571.50 98.60 566.25 .000 OF +LF 571.60 100.22 566.25 .000 OF +LF 571.70 101.85 566.25 .000 OF +LF 571.80 103.51 566.25 .000 OF +LF 571.90 105.18 566.25 .000 OF +LF 572.00 106.87 566.25 .000 OF +LF 572.10 108.56 566.25 .000 OF +LF 572.20 110.28 566.25 .000 OF +LF 572.30 111.99 566.25 .000 OF +LF 572.40 113.71 566.25 .000 OF +LF 572.50 115.42 566.25 .000 OF +LF 572.60 117.14 566.25 .000 OF +LF 572.70 118.84 566.25 .000 OF +LF 572.80 120.52 566.25 .000 OF +LF 572.90 122.21 566.25 .000 OF +LF 573.00 123.89 566.25 .000 OF +LF 573.10 125.54 566.25 .000 OF +LF 573.20 127.17 566.25 .000 OF +LF 573.30 128.77 566.25 .000 OF +LF 573.40 130.39 566.25 .000 OF +LF 573.50 131.95 566.25 .000 OF +LF 573.60 133.48 566.25 .000 OF +LF 573.70 135.01 566.25 .000 OF +LF 573.80 136.52 566.25 .000 OF +LF 573.90 138.01 566.25 .000 OF +LF 574.00 139.46 566.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.414 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -16.83 566.50 .000 OF +LF 565.10 -16.83 566.50 .000 OF +LF 565.20 -16.83 566.50 .000 OF +LF 565.25 -16.83 566.50 .000 OF +LF 565.30 -16.83 566.50 .000 OF +LF 565.40 -16.83 566.50 .000 OF +LF 565.50 -16.83 566.50 .000 OF +LF 565.60 -16.83 566.50 .000 OF +LF 565.70 -16.83 566.50 .000 OF +LF 565.75 -16.83 566.50 .000 OF +LF 565.80 -16.83 566.50 .000 OF +LF 565.90 -16.83 566.50 .000 OF +LF 566.00 -16.83 566.50 .000 OF +LF 566.10 -16.55 566.50 .000 OF +LF 566.20 -15.54 566.50 .000 OF +LF 566.25 -14.73 566.50 .000 OF +LF 566.30 -13.64 566.50 .000 OF +LF 566.40 -10.30 566.50 .000 OF +LF 566.50 .00 566.50 .000 LF 566.60 11.31 566.50 .000 LF 566.70 15.93 566.50 .000 LF 566.75 17.80 566.50 .000 LF 566.80 19.43 566.50 .000 LF 566.90 22.33 566.50 .000 LF 567.00 24.74 566.50 .000 LF 567.10 26.82 566.50 .000 LF 567.20 28.41 566.50 .000 LF 567.25 28.76 566.50 .000 LF 567.30 29.80 566.50 .000 LF 567.40 31.94 566.50 .000 LF 567.50 34.04 566.50 .000 LF 567.60 36.19 566.50 .000 LF 567.70 38.33 566.50 .000 LF 567.75 39.41 566.50 .000 LF 567.80 40.50 566.50 .000 LF 567.90 42.64 566.50 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.415 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 44.74 566.50 .000 LF 568.10 46.84 566.50 .000 LF 568.20 48.94 566.50 .000 LF 568.25 49.95 566.50 .000 LF 568.30 51.01 566.50 .000 LF 568.40 53.04 566.50 .000 LF 568.50 55.04 566.50 .000 LF 568.60 57.02 566.50 .000 LF 568.70 60.13 566.50 .000 LF 568.75 61.00 566.50 .000 LF 568.80 61.81 566.50 .000 LF 568.90 63.23 566.50 .000 LF 569.00 64.53 566.50 .000 LF 569.10 65.81 566.50 .000 LF 569.20 67.07 566.50 .000 LF 569.25 67.68 566.50 .000 LF 569.30 68.30 566.50 .000 LF 569.40 69.51 566.50 .000 LF 569.50 70.70 566.50 .000 LF 569.60 71.86 566.50 .000 LF 569.70 73.02 566.50 .000 LF 569.75 73.57 566.50 .000 LF 569.80 74.14 566.50 .000 LF 569.90 75.26 566.50 .000 LF 570.00 76.36 566.50 .000 LF 570.10 77.45 566.50 .000 LF 570.20 78.50 566.50 .000 LF 570.30 79.59 566.50 .000 OF +LF 570.40 80.74 566.50 .000 OF +LF 570.50 81.95 566.50 .000 OF +LF 570.60 83.19 566.50 .000 OF +LF 570.70 84.49 566.50 .000 OF +LF 570.80 85.83 566.50 .000 OF +LF 570.90 87.22 566.50 .000 OF +LF 571.00 88.64 566.50 .000 OF +LF 571.10 90.12 566.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.416 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 91.64 566.50 .000 OF +LF 571.30 93.17 566.50 .000 OF +LF 571.40 94.76 566.50 .000 OF +LF 571.50 96.35 566.50 .000 OF +LF 571.60 97.99 566.50 .000 OF +LF 571.70 99.64 566.50 .000 OF +LF 571.80 101.32 566.50 .000 OF +LF 571.90 103.01 566.50 .000 OF +LF 572.00 104.72 566.50 .000 OF +LF 572.10 106.43 566.50 .000 OF +LF 572.20 108.15 566.50 .000 OF +LF 572.30 109.89 566.50 .000 OF +LF 572.40 111.63 566.50 .000 OF +LF 572.50 113.36 566.50 .000 OF +LF 572.60 115.09 566.50 .000 OF +LF 572.70 116.81 566.50 .000 OF +LF 572.80 118.52 566.50 .000 OF +LF 572.90 120.21 566.50 .000 OF +LF 573.00 121.90 566.50 .000 OF +LF 573.10 123.57 566.50 .000 OF +LF 573.20 125.22 566.50 .000 OF +LF 573.30 126.83 566.50 .000 OF +LF 573.40 128.46 566.50 .000 OF +LF 573.50 130.03 566.50 .000 OF +LF 573.60 131.58 566.50 .000 OF +LF 573.70 133.12 566.50 .000 OF +LF 573.80 134.65 566.50 .000 OF +LF 573.90 136.16 566.50 .000 OF +LF 574.00 137.62 566.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.417 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -21.34 566.75 .000 OF +LF 565.10 -21.34 566.75 .000 OF +LF 565.20 -21.34 566.75 .000 OF +LF 565.25 -21.34 566.75 .000 OF +LF 565.30 -21.34 566.75 .000 OF +LF 565.40 -21.34 566.75 .000 OF +LF 565.50 -21.34 566.75 .000 OF +LF 565.60 -21.34 566.75 .000 OF +LF 565.70 -21.34 566.75 .000 OF +LF 565.75 -21.34 566.75 .000 OF +LF 565.80 -21.34 566.75 .000 OF +LF 565.90 -21.34 566.75 .000 OF +LF 566.00 -21.34 566.75 .000 OF +LF 566.10 -21.34 566.75 .000 OF +LF 566.20 -21.22 566.75 .000 OF +LF 566.25 -20.98 566.75 .000 OF +LF 566.30 -20.55 566.75 .000 OF +LF 566.40 -19.26 566.75 .000 OF +LF 566.50 -17.17 566.75 .000 OF +LF 566.60 -13.83 566.75 .000 OF +LF 566.70 -8.39 566.75 .000 OF +LF 566.75 .00 566.75 .000 LF 566.80 8.59 566.75 .000 LF 566.90 15.04 566.75 .000 LF 567.00 19.43 566.75 .000 LF 567.10 23.11 566.75 .000 LF 567.20 26.25 566.75 .000 LF 567.25 27.72 566.75 .000 LF 567.30 29.13 566.75 .000 LF 567.40 31.82 566.75 .000 LF 567.50 34.34 566.75 .000 LF 567.60 36.72 566.75 .000 LF 567.70 38.99 566.75 .000 LF 567.75 40.13 566.75 .000 LF 567.80 41.19 566.75 .000 LF 567.90 43.30 566.75 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.418 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 45.32 566.75 .000 LF 568.10 47.22 566.75 .000 LF 568.20 49.05 566.75 .000 LF 568.25 49.95 566.75 .000 LF 568.30 50.80 566.75 .000 LF 568.40 52.44 566.75 .000 LF 568.50 54.00 566.75 .000 LF 568.60 55.51 566.75 .000 LF 568.70 57.00 566.75 .000 LF 568.75 57.72 566.75 .000 LF 568.80 58.43 566.75 .000 LF 568.90 59.85 566.75 .000 LF 569.00 61.23 566.75 .000 LF 569.10 62.56 566.75 .000 LF 569.20 63.88 566.75 .000 LF 569.25 64.52 566.75 .000 LF 569.30 65.18 566.75 .000 LF 569.40 66.45 566.75 .000 LF 569.50 67.69 566.75 .000 LF 569.60 68.90 566.75 .000 LF 569.70 70.09 566.75 .000 LF 569.75 70.70 566.75 .000 LF 569.80 71.29 566.75 .000 LF 569.90 72.44 566.75 .000 LF 570.00 73.58 566.75 .000 LF 570.10 74.71 566.75 .000 LF 570.20 75.81 566.75 .000 LF 570.30 76.95 566.75 .000 OF +LF 570.40 78.11 566.75 .000 OF +LF 570.50 79.34 566.75 .000 OF +LF 570.60 80.64 566.75 .000 OF +LF 570.70 81.97 566.75 .000 OF +LF 570.80 83.33 566.75 .000 OF +LF 570.90 84.76 566.75 .000 OF +LF 571.00 86.20 566.75 .000 OF +LF 571.10 87.70 566.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.419 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 89.25 566.75 .000 OF +LF 571.30 90.82 566.75 .000 OF +LF 571.40 92.41 566.75 .000 OF +LF 571.50 94.03 566.75 .000 OF +LF 571.60 95.69 566.75 .000 OF +LF 571.70 97.38 566.75 .000 OF +LF 571.80 99.07 566.75 .000 OF +LF 571.90 100.79 566.75 .000 OF +LF 572.00 102.51 566.75 .000 OF +LF 572.10 104.24 566.75 .000 OF +LF 572.20 106.00 566.75 .000 OF +LF 572.30 107.75 566.75 .000 OF +LF 572.40 109.51 566.75 .000 OF +LF 572.50 111.24 566.75 .000 OF +LF 572.60 113.01 566.75 .000 OF +LF 572.70 114.74 566.75 .000 OF +LF 572.80 116.46 566.75 .000 OF +LF 572.90 118.18 566.75 .000 OF +LF 573.00 119.88 566.75 .000 OF +LF 573.10 121.56 566.75 .000 OF +LF 573.20 123.23 566.75 .000 OF +LF 573.30 124.86 566.75 .000 OF +LF 573.40 126.50 566.75 .000 OF +LF 573.50 128.08 566.75 .000 OF +LF 573.60 129.66 566.75 .000 OF +LF 573.70 131.21 566.75 .000 OF +LF 573.80 132.74 566.75 .000 OF +LF 573.90 134.26 566.75 .000 OF +LF 574.00 135.74 566.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.420 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -25.80 567.00 .000 OF +LF 565.10 -25.80 567.00 .000 OF +LF 565.20 -25.80 567.00 .000 OF +LF 565.25 -25.80 567.00 .000 OF +LF 565.30 -25.80 567.00 .000 OF +LF 565.40 -25.80 567.00 .000 OF +LF 565.50 -25.80 567.00 .000 OF +LF 565.60 -25.80 567.00 .000 OF +LF 565.70 -25.80 567.00 .000 OF +LF 565.75 -25.80 567.00 .000 OF +LF 565.80 -25.80 567.00 .000 OF +LF 565.90 -25.80 567.00 .000 OF +LF 566.00 -25.80 567.00 .000 OF +LF 566.10 -25.80 567.00 .000 OF +LF 566.20 -25.80 567.00 .000 OF +LF 566.25 -25.80 567.00 .000 OF +LF 566.30 -25.75 567.00 .000 OF +LF 566.40 -25.27 567.00 .000 OF +LF 566.50 -24.27 567.00 .000 OF +LF 566.60 -22.65 567.00 .000 OF +LF 566.70 -20.31 567.00 .000 OF +LF 566.75 -18.88 567.00 .000 OF +LF 566.80 -17.07 567.00 .000 OF +LF 566.90 -12.40 567.00 .000 OF +LF 567.00 .00 567.00 .000 LF 567.10 12.76 567.00 .000 LF 567.20 18.08 567.00 .000 LF 567.25 20.21 567.00 .000 LF 567.30 22.20 567.00 .000 LF 567.40 25.68 567.00 .000 LF 567.50 28.78 567.00 .000 LF 567.60 31.55 567.00 .000 LF 567.70 34.15 567.00 .000 LF 567.75 35.32 567.00 .000 LF 567.80 36.48 567.00 .000 LF 567.90 38.72 567.00 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.421 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 40.84 567.00 .000 LF 568.10 42.81 567.00 .000 LF 568.20 44.72 567.00 .000 LF 568.25 45.64 567.00 .000 LF 568.30 46.55 567.00 .000 LF 568.40 48.30 567.00 .000 LF 568.50 49.99 567.00 .000 LF 568.60 51.63 567.00 .000 LF 568.70 53.23 567.00 .000 LF 568.75 53.99 567.00 .000 LF 568.80 54.75 567.00 .000 LF 568.90 56.26 567.00 .000 LF 569.00 57.72 567.00 .000 LF 569.10 59.14 567.00 .000 LF 569.20 60.54 567.00 .000 LF 569.25 61.22 567.00 .000 LF 569.30 61.90 567.00 .000 LF 569.40 63.23 567.00 .000 LF 569.50 64.54 567.00 .000 LF 569.60 65.81 567.00 .000 LF 569.70 67.07 567.00 .000 LF 569.75 67.69 567.00 .000 LF 569.80 68.29 567.00 .000 LF 569.90 69.50 567.00 .000 LF 570.00 70.69 567.00 .000 LF 570.10 71.87 567.00 .000 LF 570.20 73.01 567.00 .000 LF 570.30 74.18 567.00 .000 OF +LF 570.40 75.41 567.00 .000 OF +LF 570.50 76.67 567.00 .000 OF +LF 570.60 77.98 567.00 .000 OF +LF 570.70 79.36 567.00 .000 OF +LF 570.80 80.76 567.00 .000 OF +LF 570.90 82.21 567.00 .000 OF +LF 571.00 83.69 567.00 .000 OF +LF 571.10 85.23 567.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.422 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 86.78 567.00 .000 OF +LF 571.30 88.39 567.00 .000 OF +LF 571.40 90.02 567.00 .000 OF +LF 571.50 91.68 567.00 .000 OF +LF 571.60 93.35 567.00 .000 OF +LF 571.70 95.05 567.00 .000 OF +LF 571.80 96.78 567.00 .000 OF +LF 571.90 98.52 567.00 .000 OF +LF 572.00 100.26 567.00 .000 OF +LF 572.10 102.02 567.00 .000 OF +LF 572.20 103.79 567.00 .000 OF +LF 572.30 105.57 567.00 .000 OF +LF 572.40 107.33 567.00 .000 OF +LF 572.50 109.10 567.00 .000 OF +LF 572.60 110.87 567.00 .000 OF +LF 572.70 112.62 567.00 .000 OF +LF 572.80 114.37 567.00 .000 OF +LF 572.90 116.10 567.00 .000 OF +LF 573.00 117.81 567.00 .000 OF +LF 573.10 119.52 567.00 .000 OF +LF 573.20 121.21 567.00 .000 OF +LF 573.30 122.85 567.00 .000 OF +LF 573.40 124.50 567.00 .000 OF +LF 573.50 126.11 567.00 .000 OF +LF 573.60 127.68 567.00 .000 OF +LF 573.70 129.26 567.00 .000 OF +LF 573.80 130.80 567.00 .000 OF +LF 573.90 132.34 567.00 .000 OF +LF 574.00 133.83 567.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.423 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -30.16 567.25 .000 OF +LF 565.10 -30.16 567.25 .000 OF +LF 565.20 -30.16 567.25 .000 OF +LF 565.25 -30.16 567.25 .000 OF +LF 565.30 -30.16 567.25 .000 OF +LF 565.40 -30.16 567.25 .000 OF +LF 565.50 -30.16 567.25 .000 OF +LF 565.60 -30.16 567.25 .000 OF +LF 565.70 -30.16 567.25 .000 OF +LF 565.75 -30.16 567.25 .000 OF +LF 565.80 -30.16 567.25 .000 OF +LF 565.90 -30.16 567.25 .000 OF +LF 566.00 -30.16 567.25 .000 OF +LF 566.10 -30.16 567.25 .000 OF +LF 566.20 -30.16 567.25 .000 OF +LF 566.25 -30.16 567.25 .000 OF +LF 566.30 -30.16 567.25 .000 OF +LF 566.40 -30.14 567.25 .000 OF +LF 566.50 -29.75 567.25 .000 OF +LF 566.60 -28.90 567.25 .000 OF +LF 566.70 -27.56 567.25 .000 OF +LF 566.75 -26.66 567.25 .000 OF +LF 566.80 -25.65 567.25 .000 OF +LF 566.90 -23.17 567.25 .000 OF +LF 567.00 -19.93 567.25 .000 OF +LF 567.10 -15.64 567.25 .000 OF +LF 567.20 -9.16 567.25 .000 OF +LF 567.25 .00 567.25 .000 LF 567.30 9.09 567.25 .000 LF 567.40 15.85 567.25 .000 LF 567.50 20.37 567.25 .000 LF 567.60 24.14 567.25 .000 LF 567.70 27.37 567.25 .000 LF 567.75 28.83 567.25 .000 LF 567.80 30.25 567.25 .000 LF 567.90 32.91 567.25 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.424 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 35.35 567.25 .000 LF 568.10 37.62 567.25 .000 LF 568.20 39.77 567.25 .000 LF 568.25 40.82 567.25 .000 LF 568.30 41.82 567.25 .000 LF 568.40 43.78 567.25 .000 LF 568.50 45.62 567.25 .000 LF 568.60 47.43 567.25 .000 LF 568.70 49.15 567.25 .000 LF 568.75 50.00 567.25 .000 LF 568.80 50.82 567.25 .000 LF 568.90 52.44 567.25 .000 LF 569.00 54.01 567.25 .000 LF 569.10 55.51 567.25 .000 LF 569.20 56.99 567.25 .000 LF 569.25 57.73 567.25 .000 LF 569.30 58.44 567.25 .000 LF 569.40 59.86 567.25 .000 LF 569.50 61.23 567.25 .000 LF 569.60 62.56 567.25 .000 LF 569.70 63.89 567.25 .000 LF 569.75 64.54 567.25 .000 LF 569.80 65.18 567.25 .000 LF 569.90 66.44 567.25 .000 LF 570.00 67.69 567.25 .000 LF 570.10 68.91 567.25 .000 LF 570.20 70.09 567.25 .000 LF 570.30 71.32 567.25 .000 OF +LF 570.40 72.58 567.25 .000 OF +LF 570.50 73.89 567.25 .000 OF +LF 570.60 75.25 567.25 .000 OF +LF 570.70 76.65 567.25 .000 OF +LF 570.80 78.11 567.25 .000 OF +LF 570.90 79.59 567.25 .000 OF +LF 571.00 81.11 567.25 .000 OF +LF 571.10 82.67 567.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.425 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 84.26 567.25 .000 OF +LF 571.30 85.89 567.25 .000 OF +LF 571.40 87.56 567.25 .000 OF +LF 571.50 89.22 567.25 .000 OF +LF 571.60 90.93 567.25 .000 OF +LF 571.70 92.67 567.25 .000 OF +LF 571.80 94.41 567.25 .000 OF +LF 571.90 96.17 567.25 .000 OF +LF 572.00 97.95 567.25 .000 OF +LF 572.10 99.73 567.25 .000 OF +LF 572.20 101.52 567.25 .000 OF +LF 572.30 103.32 567.25 .000 OF +LF 572.40 105.11 567.25 .000 OF +LF 572.50 106.90 567.25 .000 OF +LF 572.60 108.70 567.25 .000 OF +LF 572.70 110.46 567.25 .000 OF +LF 572.80 112.23 567.25 .000 OF +LF 572.90 113.98 567.25 .000 OF +LF 573.00 115.71 567.25 .000 OF +LF 573.10 117.42 567.25 .000 OF +LF 573.20 119.14 567.25 .000 OF +LF 573.30 120.79 567.25 .000 OF +LF 573.40 122.46 567.25 .000 OF +LF 573.50 124.08 567.25 .000 OF +LF 573.60 125.68 567.25 .000 OF +LF 573.70 127.27 567.25 .000 OF +LF 573.80 128.83 567.25 .000 OF +LF 573.90 130.37 567.25 .000 OF +LF 574.00 131.88 567.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.426 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -34.40 567.50 .000 OF +LF 565.10 -34.40 567.50 .000 OF +LF 565.20 -34.40 567.50 .000 OF +LF 565.25 -34.40 567.50 .000 OF +LF 565.30 -34.40 567.50 .000 OF +LF 565.40 -34.40 567.50 .000 OF +LF 565.50 -34.40 567.50 .000 OF +LF 565.60 -34.40 567.50 .000 OF +LF 565.70 -34.40 567.50 .000 OF +LF 565.75 -34.40 567.50 .000 OF +LF 565.80 -34.40 567.50 .000 OF +LF 565.90 -34.40 567.50 .000 OF +LF 566.00 -34.40 567.50 .000 OF +LF 566.10 -34.40 567.50 .000 OF +LF 566.20 -34.40 567.50 .000 OF +LF 566.25 -34.40 567.50 .000 OF +LF 566.30 -34.40 567.50 .000 OF +LF 566.40 -34.40 567.50 .000 OF +LF 566.50 -34.38 567.50 .000 OF +LF 566.60 -34.00 567.50 .000 OF +LF 566.70 -33.19 567.50 .000 OF +LF 566.75 -32.64 567.50 .000 OF +LF 566.80 -31.97 567.50 .000 OF +LF 566.90 -30.33 567.50 .000 OF +LF 567.00 -28.18 567.50 .000 OF +LF 567.10 -25.56 567.50 .000 OF +LF 567.20 -22.32 567.50 .000 OF +LF 567.25 -20.41 567.50 .000 OF +LF 567.30 -18.22 567.50 .000 OF +LF 567.40 -12.97 567.50 .000 OF +LF 567.50 .00 567.50 .000 LF 567.60 12.85 567.50 .000 LF 567.70 18.25 567.50 .000 LF 567.75 20.38 567.50 .000 LF 567.80 22.36 567.50 .000 LF 567.90 25.83 567.50 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.427 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 28.86 567.50 .000 LF 568.10 31.63 567.50 .000 LF 568.20 34.14 567.50 .000 LF 568.25 35.34 567.50 .000 LF 568.30 36.49 567.50 .000 LF 568.40 38.71 567.50 .000 LF 568.50 40.83 567.50 .000 LF 568.60 42.79 567.50 .000 LF 568.70 44.73 567.50 .000 LF 568.75 45.62 567.50 .000 LF 568.80 46.55 567.50 .000 LF 568.90 48.28 567.50 .000 LF 569.00 50.00 567.50 .000 LF 569.10 51.64 567.50 .000 LF 569.20 53.20 567.50 .000 LF 569.25 54.00 567.50 .000 LF 569.30 54.76 567.50 .000 LF 569.40 56.26 567.50 .000 LF 569.50 57.72 567.50 .000 LF 569.60 59.15 567.50 .000 LF 569.70 60.55 567.50 .000 LF 569.75 61.22 567.50 .000 LF 569.80 61.89 567.50 .000 LF 569.90 63.24 567.50 .000 LF 570.00 64.53 567.50 .000 LF 570.10 65.82 567.50 .000 LF 570.20 67.07 567.50 .000 LF 570.30 68.34 567.50 .000 OF +LF 570.40 69.64 567.50 .000 OF +LF 570.50 71.00 567.50 .000 OF +LF 570.60 72.42 567.50 .000 OF +LF 570.70 73.87 567.50 .000 OF +LF 570.80 75.34 567.50 .000 OF +LF 570.90 76.86 567.50 .000 OF +LF 571.00 78.41 567.50 .000 OF +LF 571.10 80.01 567.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.428 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 81.65 567.50 .000 OF +LF 571.30 83.32 567.50 .000 OF +LF 571.40 85.01 567.50 .000 OF +LF 571.50 86.72 567.50 .000 OF +LF 571.60 88.45 567.50 .000 OF +LF 571.70 90.22 567.50 .000 OF +LF 571.80 91.99 567.50 .000 OF +LF 571.90 93.77 567.50 .000 OF +LF 572.00 95.58 567.50 .000 OF +LF 572.10 97.37 567.50 .000 OF +LF 572.20 99.20 567.50 .000 OF +LF 572.30 101.01 567.50 .000 OF +LF 572.40 102.84 567.50 .000 OF +LF 572.50 104.63 567.50 .000 OF +LF 572.60 106.47 567.50 .000 OF +LF 572.70 108.25 567.50 .000 OF +LF 572.80 110.03 567.50 .000 OF +LF 572.90 111.81 567.50 .000 OF +LF 573.00 113.56 567.50 .000 OF +LF 573.10 115.30 567.50 .000 OF +LF 573.20 117.03 567.50 .000 OF +LF 573.30 118.69 567.50 .000 OF +LF 573.40 120.39 567.50 .000 OF +LF 573.50 122.02 567.50 .000 OF +LF 573.60 123.64 567.50 .000 OF +LF 573.70 125.23 567.50 .000 OF +LF 573.80 126.82 567.50 .000 OF +LF 573.90 128.37 567.50 .000 OF +LF 574.00 129.90 567.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.429 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -38.48 567.75 .000 OF +LF 565.10 -38.48 567.75 .000 OF +LF 565.20 -38.48 567.75 .000 OF +LF 565.25 -38.48 567.75 .000 OF +LF 565.30 -38.48 567.75 .000 OF +LF 565.40 -38.48 567.75 .000 OF +LF 565.50 -38.48 567.75 .000 OF +LF 565.60 -38.48 567.75 .000 OF +LF 565.70 -38.48 567.75 .000 OF +LF 565.75 -38.48 567.75 .000 OF +LF 565.80 -38.48 567.75 .000 OF +LF 565.90 -38.48 567.75 .000 OF +LF 566.00 -38.48 567.75 .000 OF +LF 566.10 -38.48 567.75 .000 OF +LF 566.20 -38.48 567.75 .000 OF +LF 566.25 -38.48 567.75 .000 OF +LF 566.30 -38.48 567.75 .000 OF +LF 566.40 -38.48 567.75 .000 OF +LF 566.50 -38.48 567.75 .000 OF +LF 566.60 -38.43 567.75 .000 OF +LF 566.70 -38.00 567.75 .000 OF +LF 566.75 -37.67 567.75 .000 OF +LF 566.80 -37.24 567.75 .000 OF +LF 566.90 -36.05 567.75 .000 OF +LF 567.00 -34.52 567.75 .000 OF +LF 567.10 -32.57 567.75 .000 OF +LF 567.20 -30.23 567.75 .000 OF +LF 567.25 -28.85 567.75 .000 OF +LF 567.30 -27.37 567.75 .000 OF +LF 567.40 -24.13 567.75 .000 OF +LF 567.50 -20.41 567.75 .000 OF +LF 567.60 -15.83 567.75 .000 OF +LF 567.70 -9.16 567.75 .000 OF +LF 567.75 .00 567.75 .000 LF 567.80 9.12 567.75 .000 LF 567.90 15.79 567.75 .000 LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.430 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 20.42 567.75 .000 LF 568.10 24.16 567.75 .000 LF 568.20 27.39 567.75 .000 LF 568.25 28.89 567.75 .000 LF 568.30 30.30 567.75 .000 LF 568.40 32.91 567.75 .000 LF 568.50 35.33 567.75 .000 LF 568.60 37.62 567.75 .000 LF 568.70 39.78 567.75 .000 LF 568.75 40.82 567.75 .000 LF 568.80 41.83 567.75 .000 LF 568.90 43.79 567.75 .000 LF 569.00 45.62 567.75 .000 LF 569.10 47.41 567.75 .000 LF 569.20 49.15 567.75 .000 LF 569.25 49.97 567.75 .000 LF 569.30 50.82 567.75 .000 LF 569.40 52.44 567.75 .000 LF 569.50 53.99 567.75 .000 LF 569.60 55.50 567.75 .000 LF 569.70 56.98 567.75 .000 LF 569.75 57.72 567.75 .000 LF 569.80 58.44 567.75 .000 LF 569.90 59.84 567.75 .000 LF 570.00 61.22 567.75 .000 LF 570.10 62.57 567.75 .000 LF 570.20 63.89 567.75 .000 LF 570.30 65.21 567.75 .000 OF +LF 570.40 66.58 567.75 .000 OF +LF 570.50 68.01 567.75 .000 OF +LF 570.60 69.45 567.75 .000 OF +LF 570.70 70.95 567.75 .000 OF +LF 570.80 72.48 567.75 .000 OF +LF 570.90 74.03 567.75 .000 OF +LF 571.00 75.65 567.75 .000 OF +LF 571.10 77.29 567.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.431 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 78.95 567.75 .000 OF +LF 571.30 80.65 567.75 .000 OF +LF 571.40 82.39 567.75 .000 OF +LF 571.50 84.12 567.75 .000 OF +LF 571.60 85.90 567.75 .000 OF +LF 571.70 87.69 567.75 .000 OF +LF 571.80 89.48 567.75 .000 OF +LF 571.90 91.31 567.75 .000 OF +LF 572.00 93.13 567.75 .000 OF +LF 572.10 94.97 567.75 .000 OF +LF 572.20 96.81 567.75 .000 OF +LF 572.30 98.66 567.75 .000 OF +LF 572.40 100.50 567.75 .000 OF +LF 572.50 102.33 567.75 .000 OF +LF 572.60 104.17 567.75 .000 OF +LF 572.70 105.98 567.75 .000 OF +LF 572.80 107.79 567.75 .000 OF +LF 572.90 109.58 567.75 .000 OF +LF 573.00 111.35 567.75 .000 OF +LF 573.10 113.11 567.75 .000 OF +LF 573.20 114.86 567.75 .000 OF +LF 573.30 116.55 567.75 .000 OF +LF 573.40 118.26 567.75 .000 OF +LF 573.50 119.92 567.75 .000 OF +LF 573.60 121.55 567.75 .000 OF +LF 573.70 123.17 567.75 .000 OF +LF 573.80 124.76 567.75 .000 OF +LF 573.90 126.35 567.75 .000 OF +LF 574.00 127.87 567.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.432 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -42.39 568.00 .000 OF +LF 565.10 -42.39 568.00 .000 OF +LF 565.20 -42.39 568.00 .000 OF +LF 565.25 -42.39 568.00 .000 OF +LF 565.30 -42.39 568.00 .000 OF +LF 565.40 -42.39 568.00 .000 OF +LF 565.50 -42.39 568.00 .000 OF +LF 565.60 -42.39 568.00 .000 OF +LF 565.70 -42.39 568.00 .000 OF +LF 565.75 -42.39 568.00 .000 OF +LF 565.80 -42.39 568.00 .000 OF +LF 565.90 -42.39 568.00 .000 OF +LF 566.00 -42.39 568.00 .000 OF +LF 566.10 -42.39 568.00 .000 OF +LF 566.20 -42.39 568.00 .000 OF +LF 566.25 -42.39 568.00 .000 OF +LF 566.30 -42.39 568.00 .000 OF +LF 566.40 -42.39 568.00 .000 OF +LF 566.50 -42.39 568.00 .000 OF +LF 566.60 -42.39 568.00 .000 OF +LF 566.70 -42.30 568.00 .000 OF +LF 566.75 -42.10 568.00 .000 OF +LF 566.80 -41.82 568.00 .000 OF +LF 566.90 -41.01 568.00 .000 OF +LF 567.00 -39.82 568.00 .000 OF +LF 567.10 -38.31 568.00 .000 OF +LF 567.20 -36.43 568.00 .000 OF +LF 567.25 -35.33 568.00 .000 OF +LF 567.30 -34.14 568.00 .000 OF +LF 567.40 -31.61 568.00 .000 OF +LF 567.50 -28.85 568.00 .000 OF +LF 567.60 -25.84 568.00 .000 OF +LF 567.70 -22.36 568.00 .000 OF +LF 567.75 -20.41 568.00 .000 OF +LF 567.80 -18.22 568.00 .000 OF +LF 567.90 -12.97 568.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.433 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 .00 568.00 .000 LF 568.10 12.87 568.00 .000 LF 568.20 18.23 568.00 .000 LF 568.25 20.44 568.00 .000 LF 568.30 22.36 568.00 .000 LF 568.40 25.79 568.00 .000 LF 568.50 28.85 568.00 .000 LF 568.60 31.64 568.00 .000 LF 568.70 34.14 568.00 .000 LF 568.75 35.36 568.00 .000 LF 568.80 36.51 568.00 .000 LF 568.90 38.72 568.00 .000 LF 569.00 40.80 568.00 .000 LF 569.10 42.80 568.00 .000 LF 569.20 44.70 568.00 .000 LF 569.25 45.63 568.00 .000 LF 569.30 46.55 568.00 .000 LF 569.40 48.31 568.00 .000 LF 569.50 49.99 568.00 .000 LF 569.60 51.63 568.00 .000 LF 569.70 53.22 568.00 .000 LF 569.75 53.99 568.00 .000 LF 569.80 54.76 568.00 .000 LF 569.90 56.26 568.00 .000 LF 570.00 57.71 568.00 .000 LF 570.10 59.15 568.00 .000 LF 570.20 60.53 568.00 .000 LF 570.30 61.93 568.00 .000 OF +LF 570.40 63.36 568.00 .000 OF +LF 570.50 64.84 568.00 .000 OF +LF 570.60 66.35 568.00 .000 OF +LF 570.70 67.90 568.00 .000 OF +LF 570.80 69.51 568.00 .000 OF +LF 570.90 71.12 568.00 .000 OF +LF 571.00 72.77 568.00 .000 OF +LF 571.10 74.44 568.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.434 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 76.16 568.00 .000 OF +LF 571.30 77.89 568.00 .000 OF +LF 571.40 79.67 568.00 .000 OF +LF 571.50 81.45 568.00 .000 OF +LF 571.60 83.25 568.00 .000 OF +LF 571.70 85.08 568.00 .000 OF +LF 571.80 86.91 568.00 .000 OF +LF 571.90 88.77 568.00 .000 OF +LF 572.00 90.63 568.00 .000 OF +LF 572.10 92.49 568.00 .000 OF +LF 572.20 94.36 568.00 .000 OF +LF 572.30 96.24 568.00 .000 OF +LF 572.40 98.11 568.00 .000 OF +LF 572.50 99.95 568.00 .000 OF +LF 572.60 101.82 568.00 .000 OF +LF 572.70 103.66 568.00 .000 OF +LF 572.80 105.50 568.00 .000 OF +LF 572.90 107.31 568.00 .000 OF +LF 573.00 109.11 568.00 .000 OF +LF 573.10 110.89 568.00 .000 OF +LF 573.20 112.65 568.00 .000 OF +LF 573.30 114.37 568.00 .000 OF +LF 573.40 116.09 568.00 .000 OF +LF 573.50 117.76 568.00 .000 OF +LF 573.60 119.42 568.00 .000 OF +LF 573.70 121.06 568.00 .000 OF +LF 573.80 122.66 568.00 .000 OF +LF 573.90 124.26 568.00 .000 OF +LF 574.00 125.82 568.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.435 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -46.16 568.25 .000 OF +LF 565.10 -46.16 568.25 .000 OF +LF 565.20 -46.16 568.25 .000 OF +LF 565.25 -46.16 568.25 .000 OF +LF 565.30 -46.16 568.25 .000 OF +LF 565.40 -46.16 568.25 .000 OF +LF 565.50 -46.16 568.25 .000 OF +LF 565.60 -46.16 568.25 .000 OF +LF 565.70 -46.16 568.25 .000 OF +LF 565.75 -46.16 568.25 .000 OF +LF 565.80 -46.16 568.25 .000 OF +LF 565.90 -46.16 568.25 .000 OF +LF 566.00 -46.16 568.25 .000 OF +LF 566.10 -46.16 568.25 .000 OF +LF 566.20 -46.16 568.25 .000 OF +LF 566.25 -46.16 568.25 .000 OF +LF 566.30 -46.16 568.25 .000 OF +LF 566.40 -46.16 568.25 .000 OF +LF 566.50 -46.16 568.25 .000 OF +LF 566.60 -46.16 568.25 .000 OF +LF 566.70 -46.16 568.25 .000 OF +LF 566.75 -46.06 568.25 .000 OF +LF 566.80 -45.94 568.25 .000 OF +LF 566.90 -45.39 568.25 .000 OF +LF 567.00 -44.51 568.25 .000 OF +LF 567.10 -43.30 568.25 .000 OF +LF 567.20 -41.72 568.25 .000 OF +LF 567.25 -40.82 568.25 .000 OF +LF 567.30 -39.77 568.25 .000 OF +LF 567.40 -37.62 568.25 .000 OF +LF 567.50 -35.33 568.25 .000 OF +LF 567.60 -32.90 568.25 .000 OF +LF 567.70 -30.28 568.25 .000 OF +LF 567.75 -28.85 568.25 .000 OF +LF 567.80 -27.37 568.25 .000 OF +LF 567.90 -24.13 568.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.436 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 -20.41 568.25 .000 OF +LF 568.10 -15.83 568.25 .000 OF +LF 568.20 -9.16 568.25 .000 OF +LF 568.25 .00 568.25 .000 LF 568.30 9.04 568.25 .000 LF 568.40 15.84 568.25 .000 LF 568.50 20.41 568.25 .000 LF 568.60 24.12 568.25 .000 LF 568.70 27.40 568.25 .000 LF 568.75 28.88 568.25 .000 LF 568.80 30.25 568.25 .000 LF 568.90 32.92 568.25 .000 LF 569.00 35.36 568.25 .000 LF 569.10 37.64 568.25 .000 LF 569.20 39.79 568.25 .000 LF 569.25 40.81 568.25 .000 LF 569.30 41.83 568.25 .000 LF 569.40 43.77 568.25 .000 LF 569.50 45.62 568.25 .000 LF 569.60 47.41 568.25 .000 LF 569.70 49.15 568.25 .000 LF 569.75 50.00 568.25 .000 LF 569.80 50.82 568.25 .000 LF 569.90 52.44 568.25 .000 LF 570.00 53.99 568.25 .000 LF 570.10 55.51 568.25 .000 LF 570.20 56.98 568.25 .000 LF 570.30 58.48 568.25 .000 OF +LF 570.40 59.98 568.25 .000 OF +LF 570.50 61.54 568.25 .000 OF +LF 570.60 63.12 568.25 .000 OF +LF 570.70 64.72 568.25 .000 OF +LF 570.80 66.38 568.25 .000 OF +LF 570.90 68.04 568.25 .000 OF +LF 571.00 69.75 568.25 .000 OF +LF 571.10 71.49 568.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.437 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 73.24 568.25 .000 OF +LF 571.30 75.04 568.25 .000 OF +LF 571.40 76.86 568.25 .000 OF +LF 571.50 78.68 568.25 .000 OF +LF 571.60 80.52 568.25 .000 OF +LF 571.70 82.38 568.25 .000 OF +LF 571.80 84.26 568.25 .000 OF +LF 571.90 86.14 568.25 .000 OF +LF 572.00 88.03 568.25 .000 OF +LF 572.10 89.93 568.25 .000 OF +LF 572.20 91.83 568.25 .000 OF +LF 572.30 93.74 568.25 .000 OF +LF 572.40 95.63 568.25 .000 OF +LF 572.50 97.52 568.25 .000 OF +LF 572.60 99.41 568.25 .000 OF +LF 572.70 101.28 568.25 .000 OF +LF 572.80 103.13 568.25 .000 OF +LF 572.90 104.97 568.25 .000 OF +LF 573.00 106.79 568.25 .000 OF +LF 573.10 108.60 568.25 .000 OF +LF 573.20 110.38 568.25 .000 OF +LF 573.30 112.13 568.25 .000 OF +LF 573.40 113.86 568.25 .000 OF +LF 573.50 115.56 568.25 .000 OF +LF 573.60 117.24 568.25 .000 OF +LF 573.70 118.90 568.25 .000 OF +LF 573.80 120.53 568.25 .000 OF +LF 573.90 122.15 568.25 .000 OF +LF 574.00 123.72 568.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.438 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -49.73 568.50 .000 OF +LF 565.10 -49.73 568.50 .000 OF +LF 565.20 -49.73 568.50 .000 OF +LF 565.25 -49.73 568.50 .000 OF +LF 565.30 -49.73 568.50 .000 OF +LF 565.40 -49.73 568.50 .000 OF +LF 565.50 -49.73 568.50 .000 OF +LF 565.60 -49.73 568.50 .000 OF +LF 565.70 -49.73 568.50 .000 OF +LF 565.75 -49.73 568.50 .000 OF +LF 565.80 -49.73 568.50 .000 OF +LF 565.90 -49.73 568.50 .000 OF +LF 566.00 -49.73 568.50 .000 OF +LF 566.10 -49.73 568.50 .000 OF +LF 566.20 -49.73 568.50 .000 OF +LF 566.25 -49.73 568.50 .000 OF +LF 566.30 -49.73 568.50 .000 OF +LF 566.40 -49.73 568.50 .000 OF +LF 566.50 -49.73 568.50 .000 OF +LF 566.60 -49.73 568.50 .000 OF +LF 566.70 -49.73 568.50 .000 OF +LF 566.75 -49.73 568.50 .000 OF +LF 566.80 -49.71 568.50 .000 OF +LF 566.90 -49.38 568.50 .000 OF +LF 567.00 -48.76 568.50 .000 OF +LF 567.10 -47.76 568.50 .000 OF +LF 567.20 -46.44 568.50 .000 OF +LF 567.25 -45.63 568.50 .000 OF +LF 567.30 -44.73 568.50 .000 OF +LF 567.40 -42.82 568.50 .000 OF +LF 567.50 -40.82 568.50 .000 OF +LF 567.60 -38.72 568.50 .000 OF +LF 567.70 -36.53 568.50 .000 OF +LF 567.75 -35.33 568.50 .000 OF +LF 567.80 -34.14 568.50 .000 OF +LF 567.90 -31.61 568.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.439 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 -28.85 568.50 .000 OF +LF 568.10 -25.84 568.50 .000 OF +LF 568.20 -22.36 568.50 .000 OF +LF 568.25 -20.41 568.50 .000 OF +LF 568.30 -18.22 568.50 .000 OF +LF 568.40 -12.97 568.50 .000 OF +LF 568.50 .00 568.50 .000 LF 568.60 12.91 568.50 .000 LF 568.70 18.22 568.50 .000 LF 568.75 20.38 568.50 .000 LF 568.80 22.37 568.50 .000 LF 568.90 25.82 568.50 .000 LF 569.00 28.89 568.50 .000 LF 569.10 31.63 568.50 .000 LF 569.20 34.16 568.50 .000 LF 569.25 35.35 568.50 .000 LF 569.30 36.51 568.50 .000 LF 569.40 38.71 568.50 .000 LF 569.50 40.81 568.50 .000 LF 569.60 42.79 568.50 .000 LF 569.70 44.72 568.50 .000 LF 569.75 45.62 568.50 .000 LF 569.80 46.53 568.50 .000 LF 569.90 48.28 568.50 .000 LF 570.00 50.00 568.50 .000 LF 570.10 51.62 568.50 .000 LF 570.20 53.23 568.50 .000 LF 570.30 54.80 568.50 .000 OF +LF 570.40 56.40 568.50 .000 OF +LF 570.50 58.02 568.50 .000 OF +LF 570.60 59.69 568.50 .000 OF +LF 570.70 61.38 568.50 .000 OF +LF 570.80 63.09 568.50 .000 OF +LF 570.90 64.83 568.50 .000 OF +LF 571.00 66.60 568.50 .000 OF +LF 571.10 68.39 568.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.440 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 70.21 568.50 .000 OF +LF 571.30 72.06 568.50 .000 OF +LF 571.40 73.92 568.50 .000 OF +LF 571.50 75.79 568.50 .000 OF +LF 571.60 77.68 568.50 .000 OF +LF 571.70 79.59 568.50 .000 OF +LF 571.80 81.50 568.50 .000 OF +LF 571.90 83.42 568.50 .000 OF +LF 572.00 85.36 568.50 .000 OF +LF 572.10 87.29 568.50 .000 OF +LF 572.20 89.22 568.50 .000 OF +LF 572.30 91.16 568.50 .000 OF +LF 572.40 93.10 568.50 .000 OF +LF 572.50 95.01 568.50 .000 OF +LF 572.60 96.94 568.50 .000 OF +LF 572.70 98.83 568.50 .000 OF +LF 572.80 100.70 568.50 .000 OF +LF 572.90 102.57 568.50 .000 OF +LF 573.00 104.42 568.50 .000 OF +LF 573.10 106.25 568.50 .000 OF +LF 573.20 108.06 568.50 .000 OF +LF 573.30 109.82 568.50 .000 OF +LF 573.40 111.59 568.50 .000 OF +LF 573.50 113.32 568.50 .000 OF +LF 573.60 115.01 568.50 .000 OF +LF 573.70 116.68 568.50 .000 OF +LF 573.80 118.33 568.50 .000 OF +LF 573.90 119.97 568.50 .000 OF +LF 574.00 121.56 568.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.441 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -53.29 568.75 .000 OF +LF 565.10 -53.29 568.75 .000 OF +LF 565.20 -53.29 568.75 .000 OF +LF 565.25 -53.29 568.75 .000 OF +LF 565.30 -53.29 568.75 .000 OF +LF 565.40 -53.29 568.75 .000 OF +LF 565.50 -53.29 568.75 .000 OF +LF 565.60 -53.29 568.75 .000 OF +LF 565.70 -53.29 568.75 .000 OF +LF 565.75 -53.29 568.75 .000 OF +LF 565.80 -53.29 568.75 .000 OF +LF 565.90 -53.29 568.75 .000 OF +LF 566.00 -53.29 568.75 .000 OF +LF 566.10 -53.29 568.75 .000 OF +LF 566.20 -53.29 568.75 .000 OF +LF 566.25 -53.29 568.75 .000 OF +LF 566.30 -53.29 568.75 .000 OF +LF 566.40 -53.29 568.75 .000 OF +LF 566.50 -53.29 568.75 .000 OF +LF 566.60 -53.29 568.75 .000 OF +LF 566.70 -53.29 568.75 .000 OF +LF 566.75 -53.29 568.75 .000 OF +LF 566.80 -53.29 568.75 .000 OF +LF 566.90 -53.14 568.75 .000 OF +LF 567.00 -52.64 568.75 .000 OF +LF 567.10 -51.86 568.75 .000 OF +LF 567.20 -50.71 568.75 .000 OF +LF 567.25 -49.97 568.75 .000 OF +LF 567.30 -49.16 568.75 .000 OF +LF 567.40 -47.42 568.75 .000 OF +LF 567.50 -45.63 568.75 .000 OF +LF 567.60 -43.77 568.75 .000 OF +LF 567.70 -41.82 568.75 .000 OF +LF 567.75 -40.82 568.75 .000 OF +LF 567.80 -39.77 568.75 .000 OF +LF 567.90 -37.62 568.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.442 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 -35.33 568.75 .000 OF +LF 568.10 -32.90 568.75 .000 OF +LF 568.20 -30.28 568.75 .000 OF +LF 568.25 -28.85 568.75 .000 OF +LF 568.30 -27.37 568.75 .000 OF +LF 568.40 -24.13 568.75 .000 OF +LF 568.50 -20.41 568.75 .000 OF +LF 568.60 -15.83 568.75 .000 OF +LF 568.70 -9.16 568.75 .000 OF +LF 568.75 .00 568.75 .000 LF 568.80 9.19 568.75 .000 LF 568.90 15.83 568.75 .000 LF 569.00 20.40 568.75 .000 LF 569.10 24.16 568.75 .000 LF 569.20 27.40 568.75 .000 LF 569.25 28.88 568.75 .000 LF 569.30 30.27 568.75 .000 LF 569.40 32.92 568.75 .000 LF 569.50 35.37 568.75 .000 LF 569.60 37.64 568.75 .000 LF 569.70 39.80 568.75 .000 LF 569.75 40.81 568.75 .000 LF 569.80 41.84 568.75 .000 LF 569.90 43.76 568.75 .000 LF 570.00 45.63 568.75 .000 LF 570.10 47.42 568.75 .000 LF 570.20 49.14 568.75 .000 LF 570.30 50.84 568.75 .000 OF +LF 570.40 52.56 568.75 .000 OF +LF 570.50 54.31 568.75 .000 OF +LF 570.60 56.06 568.75 .000 OF +LF 570.70 57.85 568.75 .000 OF +LF 570.80 59.64 568.75 .000 OF +LF 570.90 61.46 568.75 .000 OF +LF 571.00 63.30 568.75 .000 OF +LF 571.10 65.15 568.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.443 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 67.03 568.75 .000 OF +LF 571.30 68.92 568.75 .000 OF +LF 571.40 70.84 568.75 .000 OF +LF 571.50 72.77 568.75 .000 OF +LF 571.60 74.71 568.75 .000 OF +LF 571.70 76.67 568.75 .000 OF +LF 571.80 78.63 568.75 .000 OF +LF 571.90 80.61 568.75 .000 OF +LF 572.00 82.58 568.75 .000 OF +LF 572.10 84.54 568.75 .000 OF +LF 572.20 86.54 568.75 .000 OF +LF 572.30 88.50 568.75 .000 OF +LF 572.40 90.46 568.75 .000 OF +LF 572.50 92.41 568.75 .000 OF +LF 572.60 94.37 568.75 .000 OF +LF 572.70 96.30 568.75 .000 OF +LF 572.80 98.21 568.75 .000 OF +LF 572.90 100.11 568.75 .000 OF +LF 573.00 101.98 568.75 .000 OF +LF 573.10 103.83 568.75 .000 OF +LF 573.20 105.68 568.75 .000 OF +LF 573.30 107.46 568.75 .000 OF +LF 573.40 109.26 568.75 .000 OF +LF 573.50 111.00 568.75 .000 OF +LF 573.60 112.72 568.75 .000 OF +LF 573.70 114.42 568.75 .000 OF +LF 573.80 116.09 568.75 .000 OF +LF 573.90 117.75 568.75 .000 OF +LF 574.00 119.35 568.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.444 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -56.62 569.00 .000 OF +LF 565.10 -56.62 569.00 .000 OF +LF 565.20 -56.62 569.00 .000 OF +LF 565.25 -56.62 569.00 .000 OF +LF 565.30 -56.62 569.00 .000 OF +LF 565.40 -56.62 569.00 .000 OF +LF 565.50 -56.62 569.00 .000 OF +LF 565.60 -56.62 569.00 .000 OF +LF 565.70 -56.62 569.00 .000 OF +LF 565.75 -56.62 569.00 .000 OF +LF 565.80 -56.62 569.00 .000 OF +LF 565.90 -56.62 569.00 .000 OF +LF 566.00 -56.62 569.00 .000 OF +LF 566.10 -56.62 569.00 .000 OF +LF 566.20 -56.62 569.00 .000 OF +LF 566.25 -56.62 569.00 .000 OF +LF 566.30 -56.62 569.00 .000 OF +LF 566.40 -56.62 569.00 .000 OF +LF 566.50 -56.62 569.00 .000 OF +LF 566.60 -56.62 569.00 .000 OF +LF 566.70 -56.62 569.00 .000 OF +LF 566.75 -56.62 569.00 .000 OF +LF 566.80 -56.62 569.00 .000 OF +LF 566.90 -56.58 569.00 .000 OF +LF 567.00 -56.27 569.00 .000 OF +LF 567.10 -55.60 569.00 .000 OF +LF 567.20 -54.62 569.00 .000 OF +LF 567.25 -54.00 569.00 .000 OF +LF 567.30 -53.22 569.00 .000 OF +LF 567.40 -51.64 569.00 .000 OF +LF 567.50 -49.97 569.00 .000 OF +LF 567.60 -48.30 569.00 .000 OF +LF 567.70 -46.54 569.00 .000 OF +LF 567.75 -45.63 569.00 .000 OF +LF 567.80 -44.73 569.00 .000 OF +LF 567.90 -42.82 569.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.445 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 -40.82 569.00 .000 OF +LF 568.10 -38.72 569.00 .000 OF +LF 568.20 -36.53 569.00 .000 OF +LF 568.25 -35.33 569.00 .000 OF +LF 568.30 -34.14 569.00 .000 OF +LF 568.40 -31.61 569.00 .000 OF +LF 568.50 -28.85 569.00 .000 OF +LF 568.60 -25.84 569.00 .000 OF +LF 568.70 -22.36 569.00 .000 OF +LF 568.75 -20.41 569.00 .000 OF +LF 568.80 -18.22 569.00 .000 OF +LF 568.90 -12.97 569.00 .000 OF +LF 569.00 .00 569.00 .000 LF 569.10 12.85 569.00 .000 LF 569.20 18.22 569.00 .000 LF 569.25 20.41 569.00 .000 LF 569.30 22.33 569.00 .000 LF 569.40 25.83 569.00 .000 LF 569.50 28.83 569.00 .000 LF 569.60 31.61 569.00 .000 LF 569.70 34.13 569.00 .000 LF 569.75 35.34 569.00 .000 LF 569.80 36.52 569.00 .000 LF 569.90 38.72 569.00 .000 LF 570.00 40.83 569.00 .000 LF 570.10 42.81 569.00 .000 LF 570.20 44.71 569.00 .000 LF 570.30 46.57 569.00 .000 OF +LF 570.40 48.45 569.00 .000 OF +LF 570.50 50.29 569.00 .000 OF +LF 570.60 52.17 569.00 .000 OF +LF 570.70 54.06 569.00 .000 OF +LF 570.80 55.95 569.00 .000 OF +LF 570.90 57.86 569.00 .000 OF +LF 571.00 59.80 569.00 .000 OF +LF 571.10 61.73 569.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.446 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 63.68 569.00 .000 OF +LF 571.30 65.66 569.00 .000 OF +LF 571.40 67.65 569.00 .000 OF +LF 571.50 69.62 569.00 .000 OF +LF 571.60 71.62 569.00 .000 OF +LF 571.70 73.64 569.00 .000 OF +LF 571.80 75.65 569.00 .000 OF +LF 571.90 77.66 569.00 .000 OF +LF 572.00 79.69 569.00 .000 OF +LF 572.10 81.71 569.00 .000 OF +LF 572.20 83.74 569.00 .000 OF +LF 572.30 85.75 569.00 .000 OF +LF 572.40 87.75 569.00 .000 OF +LF 572.50 89.73 569.00 .000 OF +LF 572.60 91.73 569.00 .000 OF +LF 572.70 93.69 569.00 .000 OF +LF 572.80 95.63 569.00 .000 OF +LF 572.90 97.56 569.00 .000 OF +LF 573.00 99.47 569.00 .000 OF +LF 573.10 101.35 569.00 .000 OF +LF 573.20 103.22 569.00 .000 OF +LF 573.30 105.04 569.00 .000 OF +LF 573.40 106.86 569.00 .000 OF +LF 573.50 108.63 569.00 .000 OF +LF 573.60 110.37 569.00 .000 OF +LF 573.70 112.10 569.00 .000 OF +LF 573.80 113.80 569.00 .000 OF +LF 573.90 115.47 569.00 .000 OF +LF 574.00 117.10 569.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.447 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -59.84 569.25 .000 OF +LF 565.10 -59.84 569.25 .000 OF +LF 565.20 -59.84 569.25 .000 OF +LF 565.25 -59.84 569.25 .000 OF +LF 565.30 -59.84 569.25 .000 OF +LF 565.40 -59.84 569.25 .000 OF +LF 565.50 -59.84 569.25 .000 OF +LF 565.60 -59.84 569.25 .000 OF +LF 565.70 -59.84 569.25 .000 OF +LF 565.75 -59.84 569.25 .000 OF +LF 565.80 -59.84 569.25 .000 OF +LF 565.90 -59.84 569.25 .000 OF +LF 566.00 -59.84 569.25 .000 OF +LF 566.10 -59.84 569.25 .000 OF +LF 566.20 -59.84 569.25 .000 OF +LF 566.25 -59.84 569.25 .000 OF +LF 566.30 -59.84 569.25 .000 OF +LF 566.40 -59.84 569.25 .000 OF +LF 566.50 -59.84 569.25 .000 OF +LF 566.60 -59.84 569.25 .000 OF +LF 566.70 -59.84 569.25 .000 OF +LF 566.75 -59.84 569.25 .000 OF +LF 566.80 -59.84 569.25 .000 OF +LF 566.90 -59.84 569.25 .000 OF +LF 567.00 -59.65 569.25 .000 OF +LF 567.10 -59.18 569.25 .000 OF +LF 567.20 -58.29 569.25 .000 OF +LF 567.25 -57.72 569.25 .000 OF +LF 567.30 -56.98 569.25 .000 OF +LF 567.40 -55.50 569.25 .000 OF +LF 567.50 -54.00 569.25 .000 OF +LF 567.60 -52.43 569.25 .000 OF +LF 567.70 -50.83 569.25 .000 OF +LF 567.75 -49.97 569.25 .000 OF +LF 567.80 -49.16 569.25 .000 OF +LF 567.90 -47.42 569.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.448 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 -45.63 569.25 .000 OF +LF 568.10 -43.77 569.25 .000 OF +LF 568.20 -41.82 569.25 .000 OF +LF 568.25 -40.82 569.25 .000 OF +LF 568.30 -39.77 569.25 .000 OF +LF 568.40 -37.62 569.25 .000 OF +LF 568.50 -35.33 569.25 .000 OF +LF 568.60 -32.90 569.25 .000 OF +LF 568.70 -30.28 569.25 .000 OF +LF 568.75 -28.85 569.25 .000 OF +LF 568.80 -27.37 569.25 .000 OF +LF 568.90 -24.13 569.25 .000 OF +LF 569.00 -20.41 569.25 .000 OF +LF 569.10 -15.83 569.25 .000 OF +LF 569.20 -9.16 569.25 .000 OF +LF 569.25 .00 569.25 .000 LF 569.30 9.14 569.25 .000 LF 569.40 15.79 569.25 .000 LF 569.50 20.42 569.25 .000 LF 569.60 24.13 569.25 .000 LF 569.70 27.39 569.25 .000 LF 569.75 28.85 569.25 .000 LF 569.80 30.26 569.25 .000 LF 569.90 32.92 569.25 .000 LF 570.00 35.35 569.25 .000 LF 570.10 37.62 569.25 .000 LF 570.20 39.78 569.25 .000 LF 570.30 41.88 569.25 .000 OF +LF 570.40 43.90 569.25 .000 OF +LF 570.50 45.95 569.25 .000 OF +LF 570.60 47.97 569.25 .000 OF +LF 570.70 49.99 569.25 .000 OF +LF 570.80 52.01 569.25 .000 OF +LF 570.90 54.03 569.25 .000 OF +LF 571.00 56.07 569.25 .000 OF +LF 571.10 58.09 569.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.449 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 60.13 569.25 .000 OF +LF 571.30 62.18 569.25 .000 OF +LF 571.40 64.26 569.25 .000 OF +LF 571.50 66.31 569.25 .000 OF +LF 571.60 68.38 569.25 .000 OF +LF 571.70 70.45 569.25 .000 OF +LF 571.80 72.52 569.25 .000 OF +LF 571.90 74.60 569.25 .000 OF +LF 572.00 76.67 569.25 .000 OF +LF 572.10 78.75 569.25 .000 OF +LF 572.20 80.83 569.25 .000 OF +LF 572.30 82.87 569.25 .000 OF +LF 572.40 84.94 569.25 .000 OF +LF 572.50 86.95 569.25 .000 OF +LF 572.60 88.99 569.25 .000 OF +LF 572.70 90.98 569.25 .000 OF +LF 572.80 92.97 569.25 .000 OF +LF 572.90 94.95 569.25 .000 OF +LF 573.00 96.88 569.25 .000 OF +LF 573.10 98.80 569.25 .000 OF +LF 573.20 100.70 569.25 .000 OF +LF 573.30 102.54 569.25 .000 OF +LF 573.40 104.39 569.25 .000 OF +LF 573.50 106.18 569.25 .000 OF +LF 573.60 107.95 569.25 .000 OF +LF 573.70 109.70 569.25 .000 OF +LF 573.80 111.44 569.25 .000 OF +LF 573.90 113.14 569.25 .000 OF +LF 574.00 114.80 569.25 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.450 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -62.97 569.50 .000 OF +LF 565.10 -62.97 569.50 .000 OF +LF 565.20 -62.97 569.50 .000 OF +LF 565.25 -62.97 569.50 .000 OF +LF 565.30 -62.97 569.50 .000 OF +LF 565.40 -62.97 569.50 .000 OF +LF 565.50 -62.97 569.50 .000 OF +LF 565.60 -62.97 569.50 .000 OF +LF 565.70 -62.97 569.50 .000 OF +LF 565.75 -62.97 569.50 .000 OF +LF 565.80 -62.97 569.50 .000 OF +LF 565.90 -62.97 569.50 .000 OF +LF 566.00 -62.97 569.50 .000 OF +LF 566.10 -62.97 569.50 .000 OF +LF 566.20 -62.97 569.50 .000 OF +LF 566.25 -62.97 569.50 .000 OF +LF 566.30 -62.97 569.50 .000 OF +LF 566.40 -62.97 569.50 .000 OF +LF 566.50 -62.97 569.50 .000 OF +LF 566.60 -62.97 569.50 .000 OF +LF 566.70 -62.97 569.50 .000 OF +LF 566.75 -62.97 569.50 .000 OF +LF 566.80 -62.97 569.50 .000 OF +LF 566.90 -62.97 569.50 .000 OF +LF 567.00 -62.89 569.50 .000 OF +LF 567.10 -62.47 569.50 .000 OF +LF 567.20 -61.75 569.50 .000 OF +LF 567.25 -61.23 569.50 .000 OF +LF 567.30 -60.53 569.50 .000 OF +LF 567.40 -59.15 569.50 .000 OF +LF 567.50 -57.72 569.50 .000 OF +LF 567.60 -56.27 569.50 .000 OF +LF 567.70 -54.76 569.50 .000 OF +LF 567.75 -54.00 569.50 .000 OF +LF 567.80 -53.22 569.50 .000 OF +LF 567.90 -51.64 569.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.451 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 -49.97 569.50 .000 OF +LF 568.10 -48.30 569.50 .000 OF +LF 568.20 -46.54 569.50 .000 OF +LF 568.25 -45.63 569.50 .000 OF +LF 568.30 -44.73 569.50 .000 OF +LF 568.40 -42.82 569.50 .000 OF +LF 568.50 -40.82 569.50 .000 OF +LF 568.60 -38.72 569.50 .000 OF +LF 568.70 -36.53 569.50 .000 OF +LF 568.75 -35.33 569.50 .000 OF +LF 568.80 -34.14 569.50 .000 OF +LF 568.90 -31.61 569.50 .000 OF +LF 569.00 -28.85 569.50 .000 OF +LF 569.10 -25.84 569.50 .000 OF +LF 569.20 -22.36 569.50 .000 OF +LF 569.25 -20.41 569.50 .000 OF +LF 569.30 -18.22 569.50 .000 OF +LF 569.40 -12.97 569.50 .000 OF +LF 569.50 .00 569.50 .000 LF 569.60 12.90 569.50 .000 LF 569.70 18.23 569.50 .000 LF 569.75 20.41 569.50 .000 LF 569.80 22.38 569.50 .000 LF 569.90 25.84 569.50 .000 LF 570.00 28.85 569.50 .000 LF 570.10 31.61 569.50 .000 LF 570.20 34.15 569.50 .000 LF 570.30 36.54 569.50 .000 OF +LF 570.40 38.85 569.50 .000 OF +LF 570.50 41.13 569.50 .000 OF +LF 570.60 43.36 569.50 .000 OF +LF 570.70 45.56 569.50 .000 OF +LF 570.80 47.73 569.50 .000 OF +LF 570.90 49.89 569.50 .000 OF +LF 571.00 52.06 569.50 .000 OF +LF 571.10 54.20 569.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.452 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 56.36 569.50 .000 OF +LF 571.30 58.52 569.50 .000 OF +LF 571.40 60.67 569.50 .000 OF +LF 571.50 62.81 569.50 .000 OF +LF 571.60 64.95 569.50 .000 OF +LF 571.70 67.10 569.50 .000 OF +LF 571.80 69.25 569.50 .000 OF +LF 571.90 71.40 569.50 .000 OF +LF 572.00 73.53 569.50 .000 OF +LF 572.10 75.67 569.50 .000 OF +LF 572.20 77.79 569.50 .000 OF +LF 572.30 79.89 569.50 .000 OF +LF 572.40 82.01 569.50 .000 OF +LF 572.50 84.08 569.50 .000 OF +LF 572.60 86.14 569.50 .000 OF +LF 572.70 88.19 569.50 .000 OF +LF 572.80 90.22 569.50 .000 OF +LF 572.90 92.22 569.50 .000 OF +LF 573.00 94.19 569.50 .000 OF +LF 573.10 96.15 569.50 .000 OF +LF 573.20 98.08 569.50 .000 OF +LF 573.30 99.98 569.50 .000 OF +LF 573.40 101.85 569.50 .000 OF +LF 573.50 103.68 569.50 .000 OF +LF 573.60 105.48 569.50 .000 OF +LF 573.70 107.25 569.50 .000 OF +LF 573.80 109.01 569.50 .000 OF +LF 573.90 110.74 569.50 .000 OF +LF 574.00 112.43 569.50 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.453 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -65.97 569.75 .000 OF +LF 565.10 -65.97 569.75 .000 OF +LF 565.20 -65.97 569.75 .000 OF +LF 565.25 -65.97 569.75 .000 OF +LF 565.30 -65.97 569.75 .000 OF +LF 565.40 -65.97 569.75 .000 OF +LF 565.50 -65.97 569.75 .000 OF +LF 565.60 -65.97 569.75 .000 OF +LF 565.70 -65.97 569.75 .000 OF +LF 565.75 -65.97 569.75 .000 OF +LF 565.80 -65.97 569.75 .000 OF +LF 565.90 -65.97 569.75 .000 OF +LF 566.00 -65.97 569.75 .000 OF +LF 566.10 -65.97 569.75 .000 OF +LF 566.20 -65.97 569.75 .000 OF +LF 566.25 -65.97 569.75 .000 OF +LF 566.30 -65.97 569.75 .000 OF +LF 566.40 -65.97 569.75 .000 OF +LF 566.50 -65.97 569.75 .000 OF +LF 566.60 -65.97 569.75 .000 OF +LF 566.70 -65.97 569.75 .000 OF +LF 566.75 -65.97 569.75 .000 OF +LF 566.80 -65.97 569.75 .000 OF +LF 566.90 -65.97 569.75 .000 OF +LF 567.00 -65.95 569.75 .000 OF +LF 567.10 -65.66 569.75 .000 OF +LF 567.20 -65.02 569.75 .000 OF +LF 567.25 -64.54 569.75 .000 OF +LF 567.30 -63.90 569.75 .000 OF +LF 567.40 -62.56 569.75 .000 OF +LF 567.50 -61.23 569.75 .000 OF +LF 567.60 -59.84 569.75 .000 OF +LF 567.70 -58.44 569.75 .000 OF +LF 567.75 -57.72 569.75 .000 OF +LF 567.80 -56.98 569.75 .000 OF +LF 567.90 -55.50 569.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.454 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 -54.00 569.75 .000 OF +LF 568.10 -52.43 569.75 .000 OF +LF 568.20 -50.83 569.75 .000 OF +LF 568.25 -49.97 569.75 .000 OF +LF 568.30 -49.16 569.75 .000 OF +LF 568.40 -47.42 569.75 .000 OF +LF 568.50 -45.63 569.75 .000 OF +LF 568.60 -43.77 569.75 .000 OF +LF 568.70 -41.82 569.75 .000 OF +LF 568.75 -40.82 569.75 .000 OF +LF 568.80 -39.77 569.75 .000 OF +LF 568.90 -37.62 569.75 .000 OF +LF 569.00 -35.33 569.75 .000 OF +LF 569.10 -32.90 569.75 .000 OF +LF 569.20 -30.28 569.75 .000 OF +LF 569.25 -28.85 569.75 .000 OF +LF 569.30 -27.37 569.75 .000 OF +LF 569.40 -24.13 569.75 .000 OF +LF 569.50 -20.41 569.75 .000 OF +LF 569.60 -15.83 569.75 .000 OF +LF 569.70 -9.16 569.75 .000 OF +LF 569.75 .00 569.75 .000 LF 569.80 9.14 569.75 .000 LF 569.90 15.84 569.75 .000 LF 570.00 20.37 569.75 .000 LF 570.10 24.12 569.75 .000 LF 570.20 27.39 569.75 .000 LF 570.30 30.33 569.75 .000 OF +LF 570.40 33.06 569.75 .000 OF +LF 570.50 35.66 569.75 .000 OF +LF 570.60 38.17 569.75 .000 OF +LF 570.70 40.63 569.75 .000 OF +LF 570.80 43.03 569.75 .000 OF +LF 570.90 45.38 569.75 .000 OF +LF 571.00 47.68 569.75 .000 OF +LF 571.10 50.01 569.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.455 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 52.29 569.75 .000 OF +LF 571.30 54.57 569.75 .000 OF +LF 571.40 56.83 569.75 .000 OF +LF 571.50 59.07 569.75 .000 OF +LF 571.60 61.31 569.75 .000 OF +LF 571.70 63.56 569.75 .000 OF +LF 571.80 65.79 569.75 .000 OF +LF 571.90 68.01 569.75 .000 OF +LF 572.00 70.22 569.75 .000 OF +LF 572.10 72.40 569.75 .000 OF +LF 572.20 74.60 569.75 .000 OF +LF 572.30 76.77 569.75 .000 OF +LF 572.40 78.93 569.75 .000 OF +LF 572.50 81.07 569.75 .000 OF +LF 572.60 83.19 569.75 .000 OF +LF 572.70 85.28 569.75 .000 OF +LF 572.80 87.35 569.75 .000 OF +LF 572.90 89.39 569.75 .000 OF +LF 573.00 91.42 569.75 .000 OF +LF 573.10 93.41 569.75 .000 OF +LF 573.20 95.38 569.75 .000 OF +LF 573.30 97.31 569.75 .000 OF +LF 573.40 99.22 569.75 .000 OF +LF 573.50 101.09 569.75 .000 OF +LF 573.60 102.91 569.75 .000 OF +LF 573.70 104.73 569.75 .000 OF +LF 573.80 106.51 569.75 .000 OF +LF 573.90 108.27 569.75 .000 OF +LF 574.00 109.98 569.75 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.456 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 565.00 -68.83 570.00 .000 OF +LF 565.10 -68.83 570.00 .000 OF +LF 565.20 -68.83 570.00 .000 OF +LF 565.25 -68.83 570.00 .000 OF +LF 565.30 -68.83 570.00 .000 OF +LF 565.40 -68.83 570.00 .000 OF +LF 565.50 -68.83 570.00 .000 OF +LF 565.60 -68.83 570.00 .000 OF +LF 565.70 -68.83 570.00 .000 OF +LF 565.75 -68.83 570.00 .000 OF +LF 565.80 -68.83 570.00 .000 OF +LF 565.90 -68.83 570.00 .000 OF +LF 566.00 -68.83 570.00 .000 OF +LF 566.10 -68.83 570.00 .000 OF +LF 566.20 -68.83 570.00 .000 OF +LF 566.25 -68.83 570.00 .000 OF +LF 566.30 -68.83 570.00 .000 OF +LF 566.40 -68.83 570.00 .000 OF +LF 566.50 -68.83 570.00 .000 OF +LF 566.60 -68.83 570.00 .000 OF +LF 566.70 -68.83 570.00 .000 OF +LF 566.75 -68.83 570.00 .000 OF +LF 566.80 -68.83 570.00 .000 OF +LF 566.90 -68.83 570.00 .000 OF +LF 567.00 -68.83 570.00 .000 OF +LF 567.10 -68.71 570.00 .000 OF +LF 567.20 -68.14 570.00 .000 OF +LF 567.25 -67.69 570.00 .000 OF +LF 567.30 -67.07 570.00 .000 OF +LF 567.40 -65.80 570.00 .000 OF +LF 567.50 -64.54 570.00 .000 OF +LF 567.60 -63.23 570.00 .000 OF +LF 567.70 -61.89 570.00 .000 OF +LF 567.75 -61.23 570.00 .000 OF +LF 567.80 -60.53 570.00 .000 OF +LF 567.90 -59.15 570.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.457 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 568.00 -57.72 570.00 .000 OF +LF 568.10 -56.27 570.00 .000 OF +LF 568.20 -54.76 570.00 .000 OF +LF 568.25 -54.00 570.00 .000 OF +LF 568.30 -53.22 570.00 .000 OF +LF 568.40 -51.64 570.00 .000 OF +LF 568.50 -49.97 570.00 .000 OF +LF 568.60 -48.30 570.00 .000 OF +LF 568.70 -46.54 570.00 .000 OF +LF 568.75 -45.63 570.00 .000 OF +LF 568.80 -44.73 570.00 .000 OF +LF 568.90 -42.82 570.00 .000 OF +LF 569.00 -40.82 570.00 .000 OF +LF 569.10 -38.72 570.00 .000 OF +LF 569.20 -36.53 570.00 .000 OF +LF 569.25 -35.33 570.00 .000 OF +LF 569.30 -34.14 570.00 .000 OF +LF 569.40 -31.61 570.00 .000 OF +LF 569.50 -28.85 570.00 .000 OF +LF 569.60 -25.84 570.00 .000 OF +LF 569.70 -22.36 570.00 .000 OF +LF 569.75 -20.41 570.00 .000 OF +LF 569.80 -18.22 570.00 .000 OF +LF 569.90 -12.97 570.00 .000 OF +LF 570.00 .00 570.00 .000 LF 570.10 12.84 570.00 .000 LF 570.20 18.28 570.00 .000 LF 570.30 22.37 570.00 .000 OF +LF 570.40 25.94 570.00 .000 OF +LF 570.50 29.14 570.00 .000 OF +LF 570.60 32.15 570.00 .000 OF +LF 570.70 34.97 570.00 .000 OF +LF 570.80 37.71 570.00 .000 OF +LF 570.90 40.32 570.00 .000 OF +LF 571.00 42.89 570.00 .000 OF +LF 571.10 45.40 570.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.458 Name.... Outlet 3 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 571.20 47.84 570.00 .000 OF +LF 571.30 50.28 570.00 .000 OF +LF 571.40 52.69 570.00 .000 OF +LF 571.50 55.09 570.00 .000 OF +LF 571.60 57.44 570.00 .000 OF +LF 571.70 59.79 570.00 .000 OF +LF 571.80 62.12 570.00 .000 OF +LF 571.90 64.43 570.00 .000 OF +LF 572.00 66.73 570.00 .000 OF +LF 572.10 69.00 570.00 .000 OF +LF 572.20 71.25 570.00 .000 OF +LF 572.30 73.50 570.00 .000 OF +LF 572.40 75.72 570.00 .000 OF +LF 572.50 77.90 570.00 .000 OF +LF 572.60 80.10 570.00 .000 OF +LF 572.70 82.24 570.00 .000 OF +LF 572.80 84.38 570.00 .000 OF +LF 572.90 86.47 570.00 .000 OF +LF 573.00 88.54 570.00 .000 OF +LF 573.10 90.56 570.00 .000 OF +LF 573.20 92.59 570.00 .000 OF +LF 573.30 94.54 570.00 .000 OF +LF 573.40 96.51 570.00 .000 OF +LF 573.50 98.41 570.00 .000 OF +LF 573.60 100.27 570.00 .000 OF +LF 573.70 102.11 570.00 .000 OF +LF 573.80 103.93 570.00 .000 OF +LF 573.90 105.72 570.00 .000 OF +LF 574.00 107.47 570.00 .000 OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.459 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 563.50 ft Increment = .10 ft Max. Elev.= 570.00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Inlet Box OF ---> TW 569.000 570.000 Culvert-Circular LF ---> TW 563.500 570.000 TW SETUP, DS Channel S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.460 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = OF Structure Type = Inlet Box ------------------------------------ # of Openings = 1 Invert Elev. = 569.00 ft Orifice Area = 36.0000 sq.ft Orifice Coeff. = .600 Weir Length = 24.00 ft Weir Coeff. = 3.000 K, Submerged = .000 K, Reverse = 1.000 Kb,Barrel = .000000 (per ft of full flow) Barrel Length = .00 ft Mannings n = .0000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.461 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = LF Structure Type = Culvert-Circular ------------------------------------ No. Barrels = 1 Barrel Diameter = 48.00 in Upstream Invert = 563.50 ft Dnstream Invert = 563.40 ft Horiz. Length = 10.00 ft Barrel Length = 10.00 ft Barrel Slope = .01000 ft/ft OUTLET CONTROL DATA... Mannings n = .0130 Ke = .7000 (forward entrance loss) Kb = .004925 (per ft of full flow) Kr = .7000 (reverse entrance loss) HW Convergence = .001 +/- ft INLET CONTROL DATA... Equation form = 1 Inlet Control K = .0045 Inlet Control M = 2.0000 Inlet Control c = .03170 Inlet Control Y = .6900 T1 ratio (HW/D) = 1.090 T2 ratio (HW/D) = 1.192 Slope Factor = -.500 Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 567.86 ft ---> Flow = 87.96 cfs At T2 Elev = 568.27 ft ---> Flow = 100.53 cfs Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.462 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 563.50 .00 Free Outfall HW & TW < Inv.El.=569.000 563.60 .00 Free Outfall HW & TW < Inv.El.=569.000 563.70 .00 Free Outfall HW & TW < Inv.El.=569.000 563.80 .00 Free Outfall HW & TW < Inv.El.=569.000 563.90 .00 Free Outfall HW & TW < Inv.El.=569.000 564.00 .00 Free Outfall HW & TW < Inv.El.=569.000 564.10 .00 Free Outfall HW & TW < Inv.El.=569.000 564.20 .00 Free Outfall HW & TW < Inv.El.=569.000 564.30 .00 Free Outfall HW & TW < Inv.El.=569.000 564.40 .00 Free Outfall HW & TW < Inv.El.=569.000 564.50 .00 Free Outfall HW & TW < Inv.El.=569.000 564.60 .00 Free Outfall HW & TW < Inv.El.=569.000 564.70 .00 Free Outfall HW & TW < Inv.El.=569.000 564.80 .00 Free Outfall HW & TW < Inv.El.=569.000 564.90 .00 Free Outfall HW & TW < Inv.El.=569.000 565.00 .00 Free Outfall HW & TW < Inv.El.=569.000 565.10 .00 Free Outfall HW & TW < Inv.El.=569.000 565.20 .00 Free Outfall HW & TW < Inv.El.=569.000 565.30 .00 Free Outfall HW & TW < Inv.El.=569.000 565.40 .00 Free Outfall HW & TW < Inv.El.=569.000 565.50 .00 Free Outfall HW & TW < Inv.El.=569.000 565.60 .00 Free Outfall HW & TW < Inv.El.=569.000 565.70 .00 Free Outfall HW & TW < Inv.El.=569.000 565.80 .00 Free Outfall HW & TW < Inv.El.=569.000 565.90 .00 Free Outfall HW & TW < Inv.El.=569.000 566.00 .00 Free Outfall HW & TW < Inv.El.=569.000 566.10 .00 Free Outfall HW & TW < Inv.El.=569.000 566.20 .00 Free Outfall HW & TW < Inv.El.=569.000 566.30 .00 Free Outfall HW & TW < Inv.El.=569.000 566.40 .00 Free Outfall HW & TW < Inv.El.=569.000 566.50 .00 Free Outfall HW & TW < Inv.El.=569.000 566.60 .00 Free Outfall HW & TW < Inv.El.=569.000 566.70 .00 Free Outfall HW & TW < Inv.El.=569.000 566.80 .00 Free Outfall HW & TW < Inv.El.=569.000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.463 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.90 .00 Free Outfall HW & TW < Inv.El.=569.000 567.00 .00 Free Outfall HW & TW < Inv.El.=569.000 567.10 .00 Free Outfall HW & TW < Inv.El.=569.000 567.20 .00 Free Outfall HW & TW < Inv.El.=569.000 567.30 .00 Free Outfall HW & TW < Inv.El.=569.000 567.40 .00 Free Outfall HW & TW < Inv.El.=569.000 567.50 .00 Free Outfall HW & TW < Inv.El.=569.000 567.60 .00 Free Outfall HW & TW < Inv.El.=569.000 567.70 .00 Free Outfall HW & TW < Inv.El.=569.000 567.80 .00 Free Outfall HW & TW < Inv.El.=569.000 567.90 .00 Free Outfall HW & TW < Inv.El.=569.000 568.00 .00 Free Outfall HW & TW < Inv.El.=569.000 568.10 .00 Free Outfall HW & TW < Inv.El.=569.000 568.20 .00 Free Outfall HW & TW < Inv.El.=569.000 568.30 .00 Free Outfall HW & TW < Inv.El.=569.000 568.40 .00 Free Outfall HW & TW < Inv.El.=569.000 568.50 .00 Free Outfall HW & TW < Inv.El.=569.000 568.60 .00 Free Outfall HW & TW < Inv.El.=569.000 568.70 .00 Free Outfall HW & TW < Inv.El.=569.000 568.80 .00 Free Outfall HW & TW < Inv.El.=569.000 568.90 .00 Free Outfall HW & TW < Inv.El.=569.000 569.00 .00 Free Outfall Weir: H =.00 569.10 2.28 Free Outfall Weir: H =.10 569.20 6.44 Free Outfall Weir: H =.20 569.30 11.83 Free Outfall Weir: H =.30 569.40 18.22 Free Outfall Weir: H =.40 569.50 25.46 Free Outfall Weir: H =.50 569.60 33.46 Free Outfall Weir: H =.60 569.70 42.17 Free Outfall Weir: H =.70 569.80 51.52 Free Outfall Weir: H =.80 569.90 61.48 Free Outfall Weir: H =.90 570.00 72.00 Free Outfall Weir: H =1.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.464 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 154.49 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 563.50 .00 Free Outfall Upstream HW & DNstream TW < Inv.El 563.60 .05 Free Outfall RELAXED CONVERGENCE: HW +/-.002ft; Q +/-.0004cfs 563.70 .20 Free Outfall CRIT.DEPTH CONTROL Vh= .043ft Dcr= .127ft CRIT.DEPTH 563.80 .45 Free Outfall CRIT.DEPTH CONTROL Vh= .064ft Dcr= .191ft CRIT.DEPTH 563.90 .78 Free Outfall CRIT.DEPTH CONTROL Vh= .086ft Dcr= .254ft CRIT.DEPTH 564.00 1.23 Free Outfall CRIT.DEPTH CONTROL Vh= .108ft Dcr= .317ft CRIT.DEPTH 564.10 1.75 Free Outfall CRIT.DEPTH CONTROL Vh= .129ft Dcr= .380ft CRIT.DEPTH 564.20 2.37 Free Outfall CRIT.DEPTH CONTROL Vh= .151ft Dcr= .443ft CRIT.DEPTH 564.30 3.07 Free Outfall CRIT.DEPTH CONTROL Vh= .173ft Dcr= .506ft CRIT.DEPTH 564.40 3.86 Free Outfall CRIT.DEPTH CONTROL Vh= .195ft Dcr= .567ft CRIT.DEPTH 564.50 4.75 Free Outfall CRIT.DEPTH CONTROL Vh= .218ft Dcr= .630ft CRIT.DEPTH 564.60 5.70 Free Outfall CRIT.DEPTH CONTROL Vh= .240ft Dcr= .692ft CRIT.DEPTH 564.70 6.76 Free Outfall CRIT.DEPTH CONTROL Vh= .263ft Dcr= .754ft CRIT.DEPTH 564.80 7.88 Free Outfall CRIT.DEPTH CONTROL Vh= .285ft Dcr= .815ft CRIT.DEPTH 564.90 9.09 Free Outfall CRIT.DEPTH CONTROL Vh= .308ft Dcr= .877ft CRIT.DEPTH 565.00 10.35 Free Outfall CRIT.DEPTH CONTROL Vh= .331ft Dcr= .938ft CRIT.DEPTH 565.10 11.69 Free Outfall CRIT.DEPTH CONTROL Vh= .354ft Dcr= .998ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.465 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 154.49 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 565.20 13.13 Free Outfall CRIT.DEPTH CONTROL Vh= .377ft Dcr= 1.059ft CRIT.DEPTH 565.30 14.61 Free Outfall CRIT.DEPTH CONTROL Vh= .401ft Dcr= 1.119ft CRIT.DEPTH 565.40 16.16 Free Outfall CRIT.DEPTH CONTROL Vh= .424ft Dcr= 1.179ft CRIT.DEPTH 565.50 17.78 Free Outfall CRIT.DEPTH CONTROL Vh= .448ft Dcr= 1.239ft CRIT.DEPTH 565.60 19.46 Free Outfall CRIT.DEPTH CONTROL Vh= .472ft Dcr= 1.298ft CRIT.DEPTH 565.70 21.22 Free Outfall CRIT.DEPTH CONTROL Vh= .496ft Dcr= 1.357ft CRIT.DEPTH 565.80 23.02 Free Outfall CRIT.DEPTH CONTROL Vh= .520ft Dcr= 1.415ft CRIT.DEPTH 565.90 24.90 Free Outfall CRIT.DEPTH CONTROL Vh= .545ft Dcr= 1.474ft CRIT.DEPTH 566.00 26.79 Free Outfall CRIT.DEPTH CONTROL Vh= .569ft Dcr= 1.532ft CRIT.DEPTH 566.10 28.77 Free Outfall CRIT.DEPTH CONTROL Vh= .594ft Dcr= 1.589ft CRIT.DEPTH 566.20 30.79 Free Outfall CRIT.DEPTH CONTROL Vh= .619ft Dcr= 1.647ft CRIT.DEPTH 566.30 32.87 Free Outfall CRIT.DEPTH CONTROL Vh= .645ft Dcr= 1.704ft CRIT.DEPTH 566.40 35.00 Free Outfall CRIT.DEPTH CONTROL Vh= .671ft Dcr= 1.761ft CRIT.DEPTH 566.50 37.13 Free Outfall CRIT.DEPTH CONTROL Vh= .696ft Dcr= 1.816ft CRIT.DEPTH 566.60 39.33 Free Outfall CRIT.DEPTH CONTROL Vh= .723ft Dcr= 1.871ft CRIT.DEPTH 566.70 41.57 Free Outfall CRIT.DEPTH CONTROL Vh= .749ft Dcr= 1.926ft CRIT.DEPTH 566.80 43.84 Free Outfall CRIT.DEPTH CONTROL Vh= .776ft Dcr= 1.980ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.466 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 154.49 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 566.90 46.15 Free Outfall CRIT.DEPTH CONTROL Vh= .803ft Dcr= 2.034ft CRIT.DEPTH 567.00 48.51 Free Outfall CRIT.DEPTH CONTROL Vh= .830ft Dcr= 2.088ft CRIT.DEPTH 567.10 50.87 Free Outfall CRIT.DEPTH CONTROL Vh= .858ft Dcr= 2.141ft CRIT.DEPTH 567.20 53.30 Free Outfall CRIT.DEPTH CONTROL Vh= .886ft Dcr= 2.194ft CRIT.DEPTH 567.30 55.72 Free Outfall CRIT.DEPTH CONTROL Vh= .915ft Dcr= 2.245ft CRIT.DEPTH 567.40 58.16 Free Outfall CRIT.DEPTH CONTROL Vh= .943ft Dcr= 2.296ft CRIT.DEPTH 567.50 60.61 Free Outfall CRIT.DEPTH CONTROL Vh= .972ft Dcr= 2.346ft CRIT.DEPTH 567.60 63.12 Free Outfall CRIT.DEPTH CONTROL Vh= 1.002ft Dcr= 2.397ft CRIT.DEPTH 567.70 65.61 Free Outfall CRIT.DEPTH CONTROL Vh= 1.032ft Dcr= 2.445ft CRIT.DEPTH 567.80 68.11 Free Outfall CRIT.DEPTH CONTROL Vh= 1.063ft Dcr= 2.494ft CRIT.DEPTH 567.90 70.61 Free Outfall CRIT.DEPTH CONTROL Vh= 1.093ft Dcr= 2.541ft CRIT.DEPTH 568.00 73.15 Free Outfall CRIT.DEPTH CONTROL Vh= 1.124ft Dcr= 2.587ft CRIT.DEPTH 568.10 75.68 Free Outfall CRIT.DEPTH CONTROL Vh= 1.156ft Dcr= 2.633ft CRIT.DEPTH 568.20 78.23 Free Outfall CRIT.DEPTH CONTROL Vh= 1.189ft Dcr= 2.679ft CRIT.DEPTH 568.30 80.81 Free Outfall CRIT.DEPTH CONTROL Vh= 1.222ft Dcr= 2.724ft CRIT.DEPTH 568.40 83.35 Free Outfall CRIT.DEPTH CONTROL Vh= 1.255ft Dcr= 2.767ft CRIT.DEPTH 568.50 85.84 Free Outfall CRIT.DEPTH CONTROL Vh= 1.288ft Dcr= 2.809ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.467 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 154.49 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 568.60 88.42 Free Outfall CRIT.DEPTH CONTROL Vh= 1.323ft Dcr= 2.851ft CRIT.DEPTH 568.70 90.93 Free Outfall CRIT.DEPTH CONTROL Vh= 1.358ft Dcr= 2.891ft CRIT.DEPTH 568.80 93.45 Free Outfall CRIT.DEPTH CONTROL Vh= 1.394ft Dcr= 2.931ft CRIT.DEPTH 568.90 95.94 Free Outfall CRIT.DEPTH CONTROL Vh= 1.430ft Dcr= 2.969ft CRIT.DEPTH 569.00 98.45 Free Outfall CRIT.DEPTH CONTROL Vh= 1.466ft Dcr= 3.007ft CRIT.DEPTH 569.10 100.94 Free Outfall CRIT.DEPTH CONTROL Vh= 1.504ft Dcr= 3.044ft CRIT.DEPTH 569.20 103.39 Free Outfall CRIT.DEPTH CONTROL Vh= 1.541ft Dcr= 3.080ft CRIT.DEPTH 569.30 105.85 Free Outfall CRIT.DEPTH CONTROL Vh= 1.580ft Dcr= 3.114ft CRIT.DEPTH 569.40 108.27 Free Outfall CRIT.DEPTH CONTROL Vh= 1.619ft Dcr= 3.148ft CRIT.DEPTH 569.50 110.70 Free Outfall CRIT.DEPTH CONTROL Vh= 1.659ft Dcr= 3.180ft CRIT.DEPTH 569.60 113.07 Free Outfall CRIT.DEPTH CONTROL Vh= 1.699ft Dcr= 3.212ft CRIT.DEPTH 569.70 115.44 Free Outfall CRIT.DEPTH CONTROL Vh= 1.740ft Dcr= 3.242ft CRIT.DEPTH 569.80 117.80 Free Outfall CRIT.DEPTH CONTROL Vh= 1.782ft Dcr= 3.271ft CRIT.DEPTH 569.90 120.14 Free Outfall CRIT.DEPTH CONTROL Vh= 1.824ft Dcr= 3.300ft CRIT.DEPTH 570.00 122.42 Free Outfall CRIT.DEPTH CONTROL Vh= 1.866ft Dcr= 3.327ft CRIT.DEPTH S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.468 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 563.50 .00 Free Outfall None contributing 563.60 .05 Free Outfall LF 563.70 .20 Free Outfall LF 563.80 .45 Free Outfall LF 563.90 .78 Free Outfall LF 564.00 1.23 Free Outfall LF 564.10 1.75 Free Outfall LF 564.20 2.37 Free Outfall LF 564.30 3.07 Free Outfall LF 564.40 3.86 Free Outfall LF 564.50 4.75 Free Outfall LF 564.60 5.70 Free Outfall LF 564.70 6.76 Free Outfall LF 564.80 7.88 Free Outfall LF 564.90 9.09 Free Outfall LF 565.00 10.35 Free Outfall LF 565.10 11.69 Free Outfall LF 565.20 13.13 Free Outfall LF 565.30 14.61 Free Outfall LF 565.40 16.16 Free Outfall LF 565.50 17.78 Free Outfall LF 565.60 19.46 Free Outfall LF 565.70 21.22 Free Outfall LF 565.80 23.02 Free Outfall LF 565.90 24.90 Free Outfall LF 566.00 26.79 Free Outfall LF 566.10 28.77 Free Outfall LF 566.20 30.79 Free Outfall LF 566.30 32.87 Free Outfall LF 566.40 35.00 Free Outfall LF 566.50 37.13 Free Outfall LF 566.60 39.33 Free Outfall LF 566.70 41.57 Free Outfall LF 566.80 43.84 Free Outfall LF 566.90 46.15 Free Outfall LF 567.00 48.51 Free Outfall LF 567.10 50.87 Free Outfall LF 567.20 53.30 Free Outfall LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.469 Name.... Outlet 4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 567.30 55.72 Free Outfall LF 567.40 58.16 Free Outfall LF 567.50 60.61 Free Outfall LF 567.60 63.12 Free Outfall LF 567.70 65.61 Free Outfall LF 567.80 68.11 Free Outfall LF 567.90 70.61 Free Outfall LF 568.00 73.15 Free Outfall LF 568.10 75.68 Free Outfall LF 568.20 78.23 Free Outfall LF 568.30 80.81 Free Outfall LF 568.40 83.35 Free Outfall LF 568.50 85.84 Free Outfall LF 568.60 88.42 Free Outfall LF 568.70 90.93 Free Outfall LF 568.80 93.45 Free Outfall LF 568.90 95.94 Free Outfall LF 569.00 98.45 Free Outfall OF +LF 569.10 103.21 Free Outfall OF +LF 569.20 109.83 Free Outfall OF +LF 569.30 117.68 Free Outfall OF +LF 569.40 126.49 Free Outfall OF +LF 569.50 136.15 Free Outfall OF +LF 569.60 146.53 Free Outfall OF +LF 569.70 157.61 Free Outfall OF +LF 569.80 169.32 Free Outfall OF +LF 569.90 181.62 Free Outfall OF +LF 570.00 194.42 Free Outfall OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.470 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 579.00 ft Increment = .10 ft Max. Elev.= 588.00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Stand Pipe OF ---> TW 586.000 588.000 Culvert-Circular LF ---> TW 579.000 588.000 TW SETUP, DS Channel S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.471 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = OF Structure Type = Stand Pipe ------------------------------------ # of Openings = 1 Invert Elev. = 586.00 ft Diameter = 4.00 in Orifice Area = .0873 sq.ft Orifice Coeff. = .600 Weir Length = 1.05 ft Weir Coeff. = 3.000 K, Submerged = .000 K, Reverse = 1.000 Kb,Barrel = .000000 (per ft of full flow) Barrel Length = .00 ft Mannings n = .0000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.472 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = LF Structure Type = Culvert-Circular ------------------------------------ No. Barrels = 1 Barrel Diameter = 12.00 in Upstream Invert = 579.00 ft Dnstream Invert = 578.90 ft Horiz. Length = 10.00 ft Barrel Length = 10.00 ft Barrel Slope = .01000 ft/ft OUTLET CONTROL DATA... Mannings n = .0130 Ke = .7000 (forward entrance loss) Kb = .031274 (per ft of full flow) Kr = .7000 (reverse entrance loss) HW Convergence = .001 +/- ft INLET CONTROL DATA... Equation form = 1 Inlet Control K = .0045 Inlet Control M = 2.0000 Inlet Control c = .03170 Inlet Control Y = .6900 T1 ratio (HW/D) = 1.090 T2 ratio (HW/D) = 1.192 Slope Factor = -.500 Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 580.09 ft ---> Flow = 2.75 cfs At T2 Elev = 580.19 ft ---> Flow = 3.14 cfs Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.473 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Stand Pipe) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 579.00 .00 Free Outfall HW & TW < Inv.El.=586.000 579.10 .00 Free Outfall HW & TW < Inv.El.=586.000 579.20 .00 Free Outfall HW & TW < Inv.El.=586.000 579.30 .00 Free Outfall HW & TW < Inv.El.=586.000 579.40 .00 Free Outfall HW & TW < Inv.El.=586.000 579.50 .00 Free Outfall HW & TW < Inv.El.=586.000 579.60 .00 Free Outfall HW & TW < Inv.El.=586.000 579.70 .00 Free Outfall HW & TW < Inv.El.=586.000 579.80 .00 Free Outfall HW & TW < Inv.El.=586.000 579.90 .00 Free Outfall HW & TW < Inv.El.=586.000 580.00 .00 Free Outfall HW & TW < Inv.El.=586.000 580.10 .00 Free Outfall HW & TW < Inv.El.=586.000 580.20 .00 Free Outfall HW & TW < Inv.El.=586.000 580.30 .00 Free Outfall HW & TW < Inv.El.=586.000 580.40 .00 Free Outfall HW & TW < Inv.El.=586.000 580.50 .00 Free Outfall HW & TW < Inv.El.=586.000 580.60 .00 Free Outfall HW & TW < Inv.El.=586.000 580.70 .00 Free Outfall HW & TW < Inv.El.=586.000 580.80 .00 Free Outfall HW & TW < Inv.El.=586.000 580.90 .00 Free Outfall HW & TW < Inv.El.=586.000 581.00 .00 Free Outfall HW & TW < Inv.El.=586.000 581.10 .00 Free Outfall HW & TW < Inv.El.=586.000 581.20 .00 Free Outfall HW & TW < Inv.El.=586.000 581.30 .00 Free Outfall HW & TW < Inv.El.=586.000 581.40 .00 Free Outfall HW & TW < Inv.El.=586.000 581.50 .00 Free Outfall HW & TW < Inv.El.=586.000 581.60 .00 Free Outfall HW & TW < Inv.El.=586.000 581.70 .00 Free Outfall HW & TW < Inv.El.=586.000 581.80 .00 Free Outfall HW & TW < Inv.El.=586.000 581.90 .00 Free Outfall HW & TW < Inv.El.=586.000 582.00 .00 Free Outfall HW & TW < Inv.El.=586.000 582.10 .00 Free Outfall HW & TW < Inv.El.=586.000 582.20 .00 Free Outfall HW & TW < Inv.El.=586.000 582.30 .00 Free Outfall HW & TW < Inv.El.=586.000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.474 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Stand Pipe) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 582.40 .00 Free Outfall HW & TW < Inv.El.=586.000 582.50 .00 Free Outfall HW & TW < Inv.El.=586.000 582.60 .00 Free Outfall HW & TW < Inv.El.=586.000 582.70 .00 Free Outfall HW & TW < Inv.El.=586.000 582.80 .00 Free Outfall HW & TW < Inv.El.=586.000 582.90 .00 Free Outfall HW & TW < Inv.El.=586.000 583.00 .00 Free Outfall HW & TW < Inv.El.=586.000 583.10 .00 Free Outfall HW & TW < Inv.El.=586.000 583.20 .00 Free Outfall HW & TW < Inv.El.=586.000 583.30 .00 Free Outfall HW & TW < Inv.El.=586.000 583.40 .00 Free Outfall HW & TW < Inv.El.=586.000 583.50 .00 Free Outfall HW & TW < Inv.El.=586.000 583.60 .00 Free Outfall HW & TW < Inv.El.=586.000 583.70 .00 Free Outfall HW & TW < Inv.El.=586.000 583.80 .00 Free Outfall HW & TW < Inv.El.=586.000 583.90 .00 Free Outfall HW & TW < Inv.El.=586.000 584.00 .00 Free Outfall HW & TW < Inv.El.=586.000 584.10 .00 Free Outfall HW & TW < Inv.El.=586.000 584.20 .00 Free Outfall HW & TW < Inv.El.=586.000 584.30 .00 Free Outfall HW & TW < Inv.El.=586.000 584.40 .00 Free Outfall HW & TW < Inv.El.=586.000 584.50 .00 Free Outfall HW & TW < Inv.El.=586.000 584.60 .00 Free Outfall HW & TW < Inv.El.=586.000 584.70 .00 Free Outfall HW & TW < Inv.El.=586.000 584.80 .00 Free Outfall HW & TW < Inv.El.=586.000 584.90 .00 Free Outfall HW & TW < Inv.El.=586.000 585.00 .00 Free Outfall HW & TW < Inv.El.=586.000 585.10 .00 Free Outfall HW & TW < Inv.El.=586.000 585.20 .00 Free Outfall HW & TW < Inv.El.=586.000 585.30 .00 Free Outfall HW & TW < Inv.El.=586.000 585.40 .00 Free Outfall HW & TW < Inv.El.=586.000 585.50 .00 Free Outfall HW & TW < Inv.El.=586.000 585.60 .00 Free Outfall HW & TW < Inv.El.=586.000 585.70 .00 Free Outfall HW & TW < Inv.El.=586.000 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.475 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Stand Pipe) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 585.80 .00 Free Outfall HW & TW < Inv.El.=586.000 585.90 .00 Free Outfall HW & TW < Inv.El.=586.000 586.00 .00 Free Outfall Weir: H =.00 586.10 .10 Free Outfall Weir: H =.10 586.20 .19 Free Outfall Orifice: H =.20 586.30 .23 Free Outfall Orifice: H =.30 586.40 .27 Free Outfall Orifice: H =.40 586.50 .30 Free Outfall Orifice: H =.50 586.60 .33 Free Outfall Orifice: H =.60 586.70 .35 Free Outfall Orifice: H =.70 586.80 .38 Free Outfall Orifice: H =.80 586.90 .40 Free Outfall Orifice: H =.90 587.00 .42 Free Outfall Orifice: H =1.00 587.10 .44 Free Outfall Orifice: H =1.10 587.20 .46 Free Outfall Orifice: H =1.20 587.30 .48 Free Outfall Orifice: H =1.30 587.40 .50 Free Outfall Orifice: H =1.40 587.50 .51 Free Outfall Orifice: H =1.50 587.60 .53 Free Outfall Orifice: H =1.60 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.476 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Stand Pipe) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 587.70 .55 Free Outfall Orifice: H =1.70 587.80 .56 Free Outfall Orifice: H =1.80 587.90 .58 Free Outfall Orifice: H =1.90 588.00 .59 Free Outfall Orifice: H =2.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.477 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 3.83 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 579.00 .00 Free Outfall Upstream HW & DNstream TW < Inv.El 579.10 .02 Free Outfall RELAXED CONVERGENCE: HW +/-.005ft; Q +/-.0045cfs 579.20 .10 Free Outfall RELAXED CONVERGENCE: HW +/-.004ft; Q +/-.0086cfs 579.30 .21 Free Outfall RELAXED CONVERGENCE: HW +/-.002ft; Q +/-.0047cfs 579.40 .37 Free Outfall CRIT.DEPTH CONTROL Vh= .089ft Dcr= .250ft CRIT.DEPTH 579.50 .56 Free Outfall CRIT.DEPTH CONTROL Vh= .112ft Dcr= .309ft CRIT.DEPTH 579.60 .78 Free Outfall CRIT.DEPTH CONTROL Vh= .136ft Dcr= .369ft CRIT.DEPTH 579.70 1.03 Free Outfall CRIT.DEPTH CONTROL Vh= .161ft Dcr= .426ft CRIT.DEPTH 579.80 1.30 Free Outfall CRIT.DEPTH CONTROL Vh= .187ft Dcr= .481ft CRIT.DEPTH 579.90 1.59 Free Outfall CRIT.DEPTH CONTROL Vh= .214ft Dcr= .535ft CRIT.DEPTH 580.00 1.90 Free Outfall CRIT.DEPTH CONTROL Vh= .243ft Dcr= .587ft CRIT.DEPTH 580.10 2.21 Free Outfall CRIT.DEPTH CONTROL Vh= .273ft Dcr= .635ft CRIT.DEPTH 580.20 2.52 Free Outfall CRIT.DEPTH CONTROL Vh= .305ft Dcr= .681ft CRIT.DEPTH 580.30 2.84 Free Outfall CRIT.DEPTH CONTROL Vh= .339ft Dcr= .723ft CRIT.DEPTH 580.40 3.15 Free Outfall CRIT.DEPTH CONTROL Vh= .376ft Dcr= .761ft CRIT.DEPTH 580.50 3.46 Free Outfall CRIT.DEPTH CONTROL Vh= .415ft Dcr= .795ft CRIT.DEPTH 580.60 3.82 Free Outfall BACKWATER CONTROL.. Vh= .425ft hwDi= .877ft Lbw= 10.0ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.478 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 3.83 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 580.70 4.11 Free Outfall BACKWATER CONTROL.. Vh= .450ft hwDi= .935ft Lbw= 10.0ft 580.80 4.36 Free Outfall BACKWATER CONTROL.. Vh= .484ft hwDi= .977ft Lbw= 10.0ft 580.90 4.59 Free Outfall BACKWATER CONTROL.. Vh= .530ft hwDi= .999ft Lbw= 10.0ft 581.00 4.76 Free Outfall FULL FLOW...Lfull=3.90ft Vh=.571ft HL=1.040ft 581.10 4.94 Free Outfall FULL FLOW...Lfull=5.75ft Vh=.616ft HL=1.157ft 581.20 5.13 Free Outfall FULL FLOW...Lfull=6.85ft Vh=.662ft HL=1.268ft 581.30 5.31 Free Outfall FULL FLOW...Lfull=7.62ft Vh=.710ft HL=1.375ft 581.40 5.49 Free Outfall FULL FLOW...Lfull=8.11ft Vh=.758ft HL=1.481ft 581.50 5.65 Free Outfall FULL FLOW...Lfull=8.82ft Vh=.804ft HL=1.589ft 581.60 5.82 Free Outfall FULL FLOW...Lfull=8.95ft Vh=.853ft HL=1.690ft 581.70 5.99 Free Outfall FULL FLOW...Lfull=9.06ft Vh=.903ft HL=1.791ft 581.80 6.15 Free Outfall FULL FLOW...Lfull=9.20ft Vh=.952ft HL=1.892ft 581.90 6.30 Free Outfall FULL FLOW...Lfull=9.34ft Vh=1.001ft HL=1.994ft 582.00 6.45 Free Outfall FULL FLOW...Lfull=9.49ft Vh=1.049ft HL=2.095ft 582.10 6.60 Free Outfall FULL FLOW...Lfull=9.54ft Vh=1.099ft HL=2.195ft 582.20 6.75 Free Outfall FULL FLOW...Lfull=9.59ft Vh=1.148ft HL=2.296ft 582.30 6.89 Free Outfall FULL FLOW...Lfull=9.73ft Vh=1.196ft HL=2.398ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.479 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 3.83 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 582.40 7.03 Free Outfall FULL FLOW...Lfull=9.75ft Vh=1.245ft HL=2.497ft 582.50 7.17 Free Outfall FULL FLOW...Lfull=9.77ft Vh=1.295ft HL=2.598ft 582.60 7.31 Free Outfall FULL FLOW...Lfull=9.78ft Vh=1.345ft HL=2.698ft 582.70 7.44 Free Outfall FULL FLOW...Lfull=9.80ft Vh=1.395ft HL=2.798ft 582.80 7.57 Free Outfall FULL FLOW...Lfull=9.82ft Vh=1.444ft HL=2.899ft 582.90 7.70 Free Outfall FULL FLOW...Lfull=9.83ft Vh=1.494ft HL=2.999ft 583.00 7.83 Free Outfall FULL FLOW...Lfull=9.86ft Vh=1.543ft HL=3.099ft 583.10 7.95 Free Outfall FULL FLOW...Lfull=9.86ft Vh=1.592ft HL=3.198ft 583.20 8.07 Free Outfall FULL FLOW...Lfull=9.87ft Vh=1.642ft HL=3.298ft 583.30 8.19 Free Outfall FULL FLOW...Lfull=9.90ft Vh=1.691ft HL=3.399ft 583.40 8.31 Free Outfall FULL FLOW...Lfull=9.91ft Vh=1.741ft HL=3.500ft 583.50 8.43 Free Outfall FULL FLOW...Lfull=9.91ft Vh=1.791ft HL=3.599ft 583.60 8.55 Free Outfall FULL FLOW...Lfull=9.92ft Vh=1.840ft HL=3.698ft 583.70 8.66 Free Outfall FULL FLOW...Lfull=9.94ft Vh=1.889ft HL=3.799ft 583.80 8.77 Free Outfall FULL FLOW...Lfull=9.94ft Vh=1.939ft HL=3.900ft 583.90 8.88 Free Outfall FULL FLOW...Lfull=9.95ft Vh=1.989ft HL=3.999ft 584.00 8.99 Free Outfall FULL FLOW...Lfull=9.95ft Vh=2.038ft HL=4.099ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.480 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 3.83 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 584.10 9.10 Free Outfall FULL FLOW...Lfull=9.95ft Vh=2.088ft HL=4.199ft 584.20 9.21 Free Outfall FULL FLOW...Lfull=9.95ft Vh=2.138ft HL=4.300ft 584.30 9.32 Free Outfall FULL FLOW...Lfull=9.95ft Vh=2.187ft HL=4.399ft 584.40 9.42 Free Outfall FULL FLOW...Lfull=9.95ft Vh=2.238ft HL=4.500ft 584.50 9.53 Free Outfall FULL FLOW...Lfull=9.96ft Vh=2.287ft HL=4.600ft 584.60 9.63 Free Outfall FULL FLOW...Lfull=9.96ft Vh=2.336ft HL=4.699ft 584.70 9.73 Free Outfall FULL FLOW...Lfull=9.96ft Vh=2.386ft HL=4.799ft 584.80 9.83 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.435ft HL=4.900ft 584.90 9.93 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.484ft HL=4.999ft 585.00 10.03 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.535ft HL=5.101ft 585.10 10.13 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.584ft HL=5.199ft 585.20 10.23 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.634ft HL=5.300ft 585.30 10.32 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.683ft HL=5.399ft 585.40 10.42 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.734ft HL=5.501ft 585.50 10.51 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.783ft HL=5.600ft 585.60 10.60 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.832ft HL=5.699ft 585.70 10.70 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.883ft HL=5.800ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.481 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 3.83 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 585.80 10.79 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.932ft HL=5.899ft 585.90 10.88 Free Outfall FULL FLOW...Lfull=9.98ft Vh=2.982ft HL=5.999ft 586.00 10.97 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.031ft HL=6.099ft 586.10 11.06 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.081ft HL=6.199ft 586.20 11.15 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.131ft HL=6.300ft 586.30 11.24 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.181ft HL=6.400ft 586.40 11.32 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.230ft HL=6.500ft 586.50 11.41 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.280ft HL=6.600ft 586.60 11.50 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.329ft HL=6.699ft 586.70 11.58 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.379ft HL=6.799ft 586.80 11.67 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.429ft HL=6.900ft 586.90 11.75 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.479ft HL=7.000ft 587.00 11.84 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.529ft HL=7.101ft 587.10 11.92 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.578ft HL=7.200ft 587.20 12.00 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.628ft HL=7.301ft 587.30 12.08 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.678ft HL=7.400ft 587.40 12.16 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.727ft HL=7.500ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.482 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 3.83 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 587.50 12.24 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.777ft HL=7.601ft 587.60 12.32 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.827ft HL=7.700ft 587.70 12.40 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.877ft HL=7.800ft 587.80 12.48 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.926ft HL=7.900ft 587.90 12.56 Free Outfall FULL FLOW...Lfull=9.98ft Vh=3.975ft HL=7.999ft 588.00 12.64 Free Outfall FULL FLOW...Lfull=9.98ft Vh=4.025ft HL=8.100ft S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.483 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 579.00 .00 Free Outfall None contributing 579.10 .02 Free Outfall LF 579.20 .10 Free Outfall LF 579.30 .21 Free Outfall LF 579.40 .37 Free Outfall LF 579.50 .56 Free Outfall LF 579.60 .78 Free Outfall LF 579.70 1.03 Free Outfall LF 579.80 1.30 Free Outfall LF 579.90 1.59 Free Outfall LF 580.00 1.90 Free Outfall LF 580.10 2.21 Free Outfall LF 580.20 2.52 Free Outfall LF 580.30 2.84 Free Outfall LF 580.40 3.15 Free Outfall LF 580.50 3.46 Free Outfall LF 580.60 3.82 Free Outfall LF 580.70 4.11 Free Outfall LF 580.80 4.36 Free Outfall LF 580.90 4.59 Free Outfall LF 581.00 4.76 Free Outfall LF 581.10 4.94 Free Outfall LF 581.20 5.13 Free Outfall LF 581.30 5.31 Free Outfall LF 581.40 5.49 Free Outfall LF 581.50 5.65 Free Outfall LF 581.60 5.82 Free Outfall LF 581.70 5.99 Free Outfall LF 581.80 6.15 Free Outfall LF 581.90 6.30 Free Outfall LF 582.00 6.45 Free Outfall LF 582.10 6.60 Free Outfall LF 582.20 6.75 Free Outfall LF 582.30 6.89 Free Outfall LF 582.40 7.03 Free Outfall LF 582.50 7.17 Free Outfall LF 582.60 7.31 Free Outfall LF 582.70 7.44 Free Outfall LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.484 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 582.80 7.57 Free Outfall LF 582.90 7.70 Free Outfall LF 583.00 7.83 Free Outfall LF 583.10 7.95 Free Outfall LF 583.20 8.07 Free Outfall LF 583.30 8.19 Free Outfall LF 583.40 8.31 Free Outfall LF 583.50 8.43 Free Outfall LF 583.60 8.55 Free Outfall LF 583.70 8.66 Free Outfall LF 583.80 8.77 Free Outfall LF 583.90 8.88 Free Outfall LF 584.00 8.99 Free Outfall LF 584.10 9.10 Free Outfall LF 584.20 9.21 Free Outfall LF 584.30 9.32 Free Outfall LF 584.40 9.42 Free Outfall LF 584.50 9.53 Free Outfall LF 584.60 9.63 Free Outfall LF 584.70 9.73 Free Outfall LF 584.80 9.83 Free Outfall LF 584.90 9.93 Free Outfall LF 585.00 10.03 Free Outfall LF 585.10 10.13 Free Outfall LF 585.20 10.23 Free Outfall LF 585.30 10.32 Free Outfall LF 585.40 10.42 Free Outfall LF 585.50 10.51 Free Outfall LF 585.60 10.60 Free Outfall LF 585.70 10.70 Free Outfall LF 585.80 10.79 Free Outfall LF 585.90 10.88 Free Outfall LF 586.00 10.97 Free Outfall OF +LF 586.10 11.16 Free Outfall OF +LF 586.20 11.34 Free Outfall OF +LF 586.30 11.47 Free Outfall OF +LF 586.40 11.59 Free Outfall OF +LF 586.50 11.71 Free Outfall OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.485 Name.... Outlet 5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 586.60 11.82 Free Outfall OF +LF 586.70 11.93 Free Outfall OF +LF 586.80 12.04 Free Outfall OF +LF 586.90 12.15 Free Outfall OF +LF 587.00 12.26 Free Outfall OF +LF 587.10 12.36 Free Outfall OF +LF 587.20 12.46 Free Outfall OF +LF 587.30 12.56 Free Outfall OF +LF 587.40 12.66 Free Outfall OF +LF 587.50 12.76 Free Outfall OF +LF 587.60 12.86 Free Outfall OF +LF 587.70 12.95 Free Outfall OF +LF 587.80 13.05 Free Outfall OF +LF 587.90 13.14 Free Outfall OF +LF 588.00 13.23 Free Outfall OF +LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.486 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 546.00 ft Increment = .10 ft Max. Elev.= 560.00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Weir-Rectangular OF ---> TW 557.750 560.000 Orifice-Area LO ---> TW 549.950 560.000 Weir-Rectangular LF ---> TW 548.700 549.950 TW SETUP, DS Channel S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.487 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = OF Structure Type = Weir-Rectangular ------------------------------------ # of Openings = 1 Crest Elev. = 557.75 ft Weir Length = 11.00 ft Weir Coeff. = 3.000000 Weir TW effects (Use adjustment equation) Structure ID = LO Structure Type = Orifice-Area ------------------------------------ # of Openings = 1 Invert Elev. = 548.70 ft Area = .5000 sq.ft Top of Orifice = 549.70 ft Datum Elev. = 549.20 ft Orifice Coeff. = .600 Structure ID = LF Structure Type = Weir-Rectangular ------------------------------------ # of Openings = 1 Crest Elev. = 548.70 ft Weir Length = .50 ft Weir Coeff. = 3.000000 Weir TW effects (Use adjustment equation) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 15.488 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.489 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 546.00 .00 Free Outfall HW & TW below Inv.El.=557.750 546.10 .00 Free Outfall HW & TW below Inv.El.=557.750 546.20 .00 Free Outfall HW & TW below Inv.El.=557.750 546.30 .00 Free Outfall HW & TW below Inv.El.=557.750 546.40 .00 Free Outfall HW & TW below Inv.El.=557.750 546.50 .00 Free Outfall HW & TW below Inv.El.=557.750 546.60 .00 Free Outfall HW & TW below Inv.El.=557.750 546.70 .00 Free Outfall HW & TW below Inv.El.=557.750 546.80 .00 Free Outfall HW & TW below Inv.El.=557.750 546.90 .00 Free Outfall HW & TW below Inv.El.=557.750 547.00 .00 Free Outfall HW & TW below Inv.El.=557.750 547.10 .00 Free Outfall HW & TW below Inv.El.=557.750 547.20 .00 Free Outfall HW & TW below Inv.El.=557.750 547.30 .00 Free Outfall HW & TW below Inv.El.=557.750 547.40 .00 Free Outfall HW & TW below Inv.El.=557.750 547.50 .00 Free Outfall HW & TW below Inv.El.=557.750 547.60 .00 Free Outfall HW & TW below Inv.El.=557.750 547.70 .00 Free Outfall HW & TW below Inv.El.=557.750 547.80 .00 Free Outfall HW & TW below Inv.El.=557.750 547.90 .00 Free Outfall HW & TW below Inv.El.=557.750 548.00 .00 Free Outfall HW & TW below Inv.El.=557.750 548.10 .00 Free Outfall HW & TW below Inv.El.=557.750 548.20 .00 Free Outfall HW & TW below Inv.El.=557.750 548.30 .00 Free Outfall HW & TW below Inv.El.=557.750 548.40 .00 Free Outfall HW & TW below Inv.El.=557.750 548.50 .00 Free Outfall HW & TW below Inv.El.=557.750 548.60 .00 Free Outfall HW & TW below Inv.El.=557.750 548.70 .00 Free Outfall HW & TW below Inv.El.=557.750 548.80 .00 Free Outfall HW & TW below Inv.El.=557.750 548.90 .00 Free Outfall HW & TW below Inv.El.=557.750 549.00 .00 Free Outfall HW & TW below Inv.El.=557.750 549.10 .00 Free Outfall HW & TW below Inv.El.=557.750 549.20 .00 Free Outfall HW & TW below Inv.El.=557.750 549.30 .00 Free Outfall HW & TW below Inv.El.=557.750 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.490 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 549.40 .00 Free Outfall HW & TW below Inv.El.=557.750 549.50 .00 Free Outfall HW & TW below Inv.El.=557.750 549.60 .00 Free Outfall HW & TW below Inv.El.=557.750 549.70 .00 Free Outfall HW & TW below Inv.El.=557.750 549.80 .00 Free Outfall HW & TW below Inv.El.=557.750 549.90 .00 Free Outfall HW & TW below Inv.El.=557.750 550.00 .00 Free Outfall HW & TW below Inv.El.=557.750 550.10 .00 Free Outfall HW & TW below Inv.El.=557.750 550.20 .00 Free Outfall HW & TW below Inv.El.=557.750 550.30 .00 Free Outfall HW & TW below Inv.El.=557.750 550.40 .00 Free Outfall HW & TW below Inv.El.=557.750 550.50 .00 Free Outfall HW & TW below Inv.El.=557.750 550.60 .00 Free Outfall HW & TW below Inv.El.=557.750 550.70 .00 Free Outfall HW & TW below Inv.El.=557.750 550.80 .00 Free Outfall HW & TW below Inv.El.=557.750 550.90 .00 Free Outfall HW & TW below Inv.El.=557.750 551.00 .00 Free Outfall HW & TW below Inv.El.=557.750 551.10 .00 Free Outfall HW & TW below Inv.El.=557.750 551.20 .00 Free Outfall HW & TW below Inv.El.=557.750 551.30 .00 Free Outfall HW & TW below Inv.El.=557.750 551.40 .00 Free Outfall HW & TW below Inv.El.=557.750 551.50 .00 Free Outfall HW & TW below Inv.El.=557.750 551.60 .00 Free Outfall HW & TW below Inv.El.=557.750 551.70 .00 Free Outfall HW & TW below Inv.El.=557.750 551.80 .00 Free Outfall HW & TW below Inv.El.=557.750 551.90 .00 Free Outfall HW & TW below Inv.El.=557.750 552.00 .00 Free Outfall HW & TW below Inv.El.=557.750 552.10 .00 Free Outfall HW & TW below Inv.El.=557.750 552.20 .00 Free Outfall HW & TW below Inv.El.=557.750 552.30 .00 Free Outfall HW & TW below Inv.El.=557.750 552.40 .00 Free Outfall HW & TW below Inv.El.=557.750 552.50 .00 Free Outfall HW & TW below Inv.El.=557.750 552.60 .00 Free Outfall HW & TW below Inv.El.=557.750 552.70 .00 Free Outfall HW & TW below Inv.El.=557.750 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.491 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 552.80 .00 Free Outfall HW & TW below Inv.El.=557.750 552.90 .00 Free Outfall HW & TW below Inv.El.=557.750 553.00 .00 Free Outfall HW & TW below Inv.El.=557.750 553.10 .00 Free Outfall HW & TW below Inv.El.=557.750 553.20 .00 Free Outfall HW & TW below Inv.El.=557.750 553.30 .00 Free Outfall HW & TW below Inv.El.=557.750 553.40 .00 Free Outfall HW & TW below Inv.El.=557.750 553.50 .00 Free Outfall HW & TW below Inv.El.=557.750 553.60 .00 Free Outfall HW & TW below Inv.El.=557.750 553.70 .00 Free Outfall HW & TW below Inv.El.=557.750 553.80 .00 Free Outfall HW & TW below Inv.El.=557.750 553.90 .00 Free Outfall HW & TW below Inv.El.=557.750 554.00 .00 Free Outfall HW & TW below Inv.El.=557.750 554.10 .00 Free Outfall HW & TW below Inv.El.=557.750 554.20 .00 Free Outfall HW & TW below Inv.El.=557.750 554.30 .00 Free Outfall HW & TW below Inv.El.=557.750 554.40 .00 Free Outfall HW & TW below Inv.El.=557.750 554.50 .00 Free Outfall HW & TW below Inv.El.=557.750 554.60 .00 Free Outfall HW & TW below Inv.El.=557.750 554.70 .00 Free Outfall HW & TW below Inv.El.=557.750 554.80 .00 Free Outfall HW & TW below Inv.El.=557.750 554.90 .00 Free Outfall HW & TW below Inv.El.=557.750 555.00 .00 Free Outfall HW & TW below Inv.El.=557.750 555.10 .00 Free Outfall HW & TW below Inv.El.=557.750 555.20 .00 Free Outfall HW & TW below Inv.El.=557.750 555.30 .00 Free Outfall HW & TW below Inv.El.=557.750 555.40 .00 Free Outfall HW & TW below Inv.El.=557.750 555.50 .00 Free Outfall HW & TW below Inv.El.=557.750 555.60 .00 Free Outfall HW & TW below Inv.El.=557.750 555.70 .00 Free Outfall HW & TW below Inv.El.=557.750 555.80 .00 Free Outfall HW & TW below Inv.El.=557.750 555.90 .00 Free Outfall HW & TW below Inv.El.=557.750 556.00 .00 Free Outfall HW & TW below Inv.El.=557.750 556.10 .00 Free Outfall HW & TW below Inv.El.=557.750 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.492 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 556.20 .00 Free Outfall HW & TW below Inv.El.=557.750 556.30 .00 Free Outfall HW & TW below Inv.El.=557.750 556.40 .00 Free Outfall HW & TW below Inv.El.=557.750 556.50 .00 Free Outfall HW & TW below Inv.El.=557.750 556.60 .00 Free Outfall HW & TW below Inv.El.=557.750 556.70 .00 Free Outfall HW & TW below Inv.El.=557.750 556.80 .00 Free Outfall HW & TW below Inv.El.=557.750 556.90 .00 Free Outfall HW & TW below Inv.El.=557.750 557.00 .00 Free Outfall HW & TW below Inv.El.=557.750 557.10 .00 Free Outfall HW & TW below Inv.El.=557.750 557.20 .00 Free Outfall HW & TW below Inv.El.=557.750 557.30 .00 Free Outfall HW & TW below Inv.El.=557.750 557.40 .00 Free Outfall HW & TW below Inv.El.=557.750 557.50 .00 Free Outfall HW & TW below Inv.El.=557.750 557.60 .00 Free Outfall HW & TW below Inv.El.=557.750 557.70 .00 Free Outfall HW & TW below Inv.El.=557.750 557.75 .00 Free Outfall H=.00; Htw=.00; Qfree=.00; 557.80 .37 Free Outfall H=.05; Htw=.00; Qfree=.37; 557.90 1.92 Free Outfall H=.15; Htw=.00; Qfree=1.92; 558.00 4.13 Free Outfall H=.25; Htw=.00; Qfree=4.13; 558.10 6.83 Free Outfall H=.35; Htw=.00; Qfree=6.83; 558.20 9.96 Free Outfall H=.45; Htw=.00; Qfree=9.96; 558.30 13.46 Free Outfall H=.55; Htw=.00; Qfree=13.46; 558.40 17.29 Free Outfall H=.65; Htw=.00; Qfree=17.29; 558.50 21.43 Free Outfall H=.75; Htw=.00; Qfree=21.43; 558.60 25.86 Free Outfall H=.85; Htw=.00; Qfree=25.86; 558.70 30.56 Free Outfall H=.95; Htw=.00; Qfree=30.56; 558.80 35.51 Free Outfall H=1.05; Htw=.00; Qfree=35.51; 558.90 40.70 Free Outfall H=1.15; Htw=.00; Qfree=40.70; 559.00 46.12 Free Outfall H=1.25; Htw=.00; Qfree=46.12; 559.10 51.76 Free Outfall H=1.35; Htw=.00; Qfree=51.76; 559.20 57.62 Free Outfall H=1.45; Htw=.00; Qfree=57.62; 559.30 63.68 Free Outfall H=1.55; Htw=.00; Qfree=63.68; 559.40 69.94 Free Outfall H=1.65; Htw=.00; Qfree=69.94; S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.493 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = OF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 559.50 76.40 Free Outfall H=1.75; Htw=.00; Qfree=76.40; 559.60 83.04 Free Outfall H=1.85; Htw=.00; Qfree=83.04; 559.70 89.86 Free Outfall H=1.95; Htw=.00; Qfree=89.86; 559.80 96.86 Free Outfall H=2.05; Htw=.00; Qfree=96.86; 559.90 104.03 Free Outfall H=2.15; Htw=.00; Qfree=104.03; 560.00 111.38 Free Outfall H=2.25; Htw=.00; Qfree=111.38; S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.494 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LO (Orifice-Area) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 546.00 .00 Free Outfall E < E1= 549.950 546.10 .00 Free Outfall E < E1= 549.950 546.20 .00 Free Outfall E < E1= 549.950 546.30 .00 Free Outfall E < E1= 549.950 546.40 .00 Free Outfall E < E1= 549.950 546.50 .00 Free Outfall E < E1= 549.950 546.60 .00 Free Outfall E < E1= 549.950 546.70 .00 Free Outfall E < E1= 549.950 546.80 .00 Free Outfall E < E1= 549.950 546.90 .00 Free Outfall E < E1= 549.950 547.00 .00 Free Outfall E < E1= 549.950 547.10 .00 Free Outfall E < E1= 549.950 547.20 .00 Free Outfall E < E1= 549.950 547.30 .00 Free Outfall E < E1= 549.950 547.40 .00 Free Outfall E < E1= 549.950 547.50 .00 Free Outfall E < E1= 549.950 547.60 .00 Free Outfall E < E1= 549.950 547.70 .00 Free Outfall E < E1= 549.950 547.80 .00 Free Outfall E < E1= 549.950 547.90 .00 Free Outfall E < E1= 549.950 548.00 .00 Free Outfall E < E1= 549.950 548.10 .00 Free Outfall E < E1= 549.950 548.20 .00 Free Outfall E < E1= 549.950 548.30 .00 Free Outfall E < E1= 549.950 548.40 .00 Free Outfall E < E1= 549.950 548.50 .00 Free Outfall E < E1= 549.950 548.60 .00 Free Outfall E < E1= 549.950 548.70 .00 Free Outfall E < E1= 549.950 548.80 .00 Free Outfall E < E1= 549.950 548.90 .00 Free Outfall E < E1= 549.950 549.00 .00 Free Outfall E < E1= 549.950 549.10 .00 Free Outfall E < E1= 549.950 549.20 .00 Free Outfall E < E1= 549.950 549.30 .00 Free Outfall E < E1= 549.950 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.495 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LO (Orifice-Area) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 549.40 .00 Free Outfall E < E1= 549.950 549.50 .00 Free Outfall E < E1= 549.950 549.60 .00 Free Outfall E < E1= 549.950 549.70 .00 Free Outfall E < E1= 549.950 549.80 .00 Free Outfall E < E1= 549.950 549.90 .00 Free Outfall E < E1= 549.950 550.00 2.15 Free Outfall H =.80 550.10 2.28 Free Outfall H =.90 550.20 2.41 Free Outfall H =1.00 550.30 2.52 Free Outfall H =1.10 550.40 2.64 Free Outfall H =1.20 550.50 2.74 Free Outfall H =1.30 550.60 2.85 Free Outfall H =1.40 550.70 2.95 Free Outfall H =1.50 550.80 3.04 Free Outfall H =1.60 550.90 3.14 Free Outfall H =1.70 551.00 3.23 Free Outfall H =1.80 551.10 3.32 Free Outfall H =1.90 551.20 3.40 Free Outfall H =2.00 551.30 3.49 Free Outfall H =2.10 551.40 3.57 Free Outfall H =2.20 551.50 3.65 Free Outfall H =2.30 551.60 3.73 Free Outfall H =2.40 551.70 3.81 Free Outfall H =2.50 551.80 3.88 Free Outfall H =2.60 551.90 3.95 Free Outfall H =2.70 552.00 4.03 Free Outfall H =2.80 552.10 4.10 Free Outfall H =2.90 552.20 4.17 Free Outfall H =3.00 552.30 4.24 Free Outfall H =3.10 552.40 4.30 Free Outfall H =3.20 552.50 4.37 Free Outfall H =3.30 552.60 4.44 Free Outfall H =3.40 552.70 4.50 Free Outfall H =3.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.496 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LO (Orifice-Area) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 552.80 4.57 Free Outfall H =3.60 552.90 4.63 Free Outfall H =3.70 553.00 4.69 Free Outfall H =3.80 553.10 4.75 Free Outfall H =3.90 553.20 4.81 Free Outfall H =4.00 553.30 4.87 Free Outfall H =4.10 553.40 4.93 Free Outfall H =4.20 553.50 4.99 Free Outfall H =4.30 553.60 5.05 Free Outfall H =4.40 553.70 5.10 Free Outfall H =4.50 553.80 5.16 Free Outfall H =4.60 553.90 5.22 Free Outfall H =4.70 554.00 5.27 Free Outfall H =4.80 554.10 5.33 Free Outfall H =4.90 554.20 5.38 Free Outfall H =5.00 554.30 5.43 Free Outfall H =5.10 554.40 5.49 Free Outfall H =5.20 554.50 5.54 Free Outfall H =5.30 554.60 5.59 Free Outfall H =5.40 554.70 5.64 Free Outfall H =5.50 554.80 5.69 Free Outfall H =5.60 554.90 5.75 Free Outfall H =5.70 555.00 5.80 Free Outfall H =5.80 555.10 5.85 Free Outfall H =5.90 555.20 5.89 Free Outfall H =6.00 555.30 5.94 Free Outfall H =6.10 555.40 5.99 Free Outfall H =6.20 555.50 6.04 Free Outfall H =6.30 555.60 6.09 Free Outfall H =6.40 555.70 6.14 Free Outfall H =6.50 555.80 6.18 Free Outfall H =6.60 555.90 6.23 Free Outfall H =6.70 556.00 6.28 Free Outfall H =6.80 556.10 6.32 Free Outfall H =6.90 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.497 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LO (Orifice-Area) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 556.20 6.37 Free Outfall H =7.00 556.30 6.41 Free Outfall H =7.10 556.40 6.46 Free Outfall H =7.20 556.50 6.50 Free Outfall H =7.30 556.60 6.55 Free Outfall H =7.40 556.70 6.59 Free Outfall H =7.50 556.80 6.63 Free Outfall H =7.60 556.90 6.68 Free Outfall H =7.70 557.00 6.72 Free Outfall H =7.80 557.10 6.76 Free Outfall H =7.90 557.20 6.81 Free Outfall H =8.00 557.30 6.85 Free Outfall H =8.10 557.40 6.89 Free Outfall H =8.20 557.50 6.93 Free Outfall H =8.30 557.60 6.97 Free Outfall H =8.40 557.70 7.02 Free Outfall H =8.50 557.75 7.04 Free Outfall H =8.55 557.80 7.06 Free Outfall H =8.60 557.90 7.10 Free Outfall H =8.70 558.00 7.14 Free Outfall H =8.80 558.10 7.18 Free Outfall H =8.90 558.20 7.22 Free Outfall H =9.00 558.30 7.26 Free Outfall H =9.10 558.40 7.30 Free Outfall H =9.20 558.50 7.34 Free Outfall H =9.30 558.60 7.38 Free Outfall H =9.40 558.70 7.42 Free Outfall H =9.50 558.80 7.46 Free Outfall H =9.60 558.90 7.50 Free Outfall H =9.70 559.00 7.53 Free Outfall H =9.80 559.10 7.57 Free Outfall H =9.90 559.20 7.61 Free Outfall H =10.00 559.30 7.65 Free Outfall H =10.10 559.40 7.69 Free Outfall H =10.20 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.498 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LO (Orifice-Area) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 559.50 7.72 Free Outfall H =10.30 559.60 7.76 Free Outfall H =10.40 559.70 7.80 Free Outfall H =10.50 559.80 7.84 Free Outfall H =10.60 559.90 7.87 Free Outfall H =10.70 560.00 7.91 Free Outfall H =10.80 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.499 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 546.00 .00 Free Outfall HW & TW below Inv.El.=548.700 546.10 .00 Free Outfall HW & TW below Inv.El.=548.700 546.20 .00 Free Outfall HW & TW below Inv.El.=548.700 546.30 .00 Free Outfall HW & TW below Inv.El.=548.700 546.40 .00 Free Outfall HW & TW below Inv.El.=548.700 546.50 .00 Free Outfall HW & TW below Inv.El.=548.700 546.60 .00 Free Outfall HW & TW below Inv.El.=548.700 546.70 .00 Free Outfall HW & TW below Inv.El.=548.700 546.80 .00 Free Outfall HW & TW below Inv.El.=548.700 546.90 .00 Free Outfall HW & TW below Inv.El.=548.700 547.00 .00 Free Outfall HW & TW below Inv.El.=548.700 547.10 .00 Free Outfall HW & TW below Inv.El.=548.700 547.20 .00 Free Outfall HW & TW below Inv.El.=548.700 547.30 .00 Free Outfall HW & TW below Inv.El.=548.700 547.40 .00 Free Outfall HW & TW below Inv.El.=548.700 547.50 .00 Free Outfall HW & TW below Inv.El.=548.700 547.60 .00 Free Outfall HW & TW below Inv.El.=548.700 547.70 .00 Free Outfall HW & TW below Inv.El.=548.700 547.80 .00 Free Outfall HW & TW below Inv.El.=548.700 547.90 .00 Free Outfall HW & TW below Inv.El.=548.700 548.00 .00 Free Outfall HW & TW below Inv.El.=548.700 548.10 .00 Free Outfall HW & TW below Inv.El.=548.700 548.20 .00 Free Outfall HW & TW below Inv.El.=548.700 548.30 .00 Free Outfall HW & TW below Inv.El.=548.700 548.40 .00 Free Outfall HW & TW below Inv.El.=548.700 548.50 .00 Free Outfall HW & TW below Inv.El.=548.700 548.60 .00 Free Outfall HW & TW below Inv.El.=548.700 548.70 .00 Free Outfall H=.00; Htw=.00; Qfree=.00; 548.80 .05 Free Outfall H=.10; Htw=.00; Qfree=.05; 548.90 .13 Free Outfall H=.20; Htw=.00; Qfree=.13; 549.00 .25 Free Outfall H=.30; Htw=.00; Qfree=.25; 549.10 .38 Free Outfall H=.40; Htw=.00; Qfree=.38; 549.20 .53 Free Outfall H=.50; Htw=.00; Qfree=.53; 549.30 .70 Free Outfall H=.60; Htw=.00; Qfree=.70; S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.500 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 549.40 .88 Free Outfall H=.70; Htw=.00; Qfree=.88; 549.50 1.07 Free Outfall H=.80; Htw=.00; Qfree=1.07; 549.60 1.28 Free Outfall H=.90; Htw=.00; Qfree=1.28; 549.70 1.50 Free Outfall H=1.00; Htw=.00; Qfree=1.50; 549.80 1.73 Free Outfall H=1.10; Htw=.00; Qfree=1.73; 549.90 1.97 Free Outfall H=1.20; Htw=.00; Qfree=1.97; 550.00 .00 Free Outfall E = or > E2= 549.950 550.10 .00 Free Outfall E = or > E2= 549.950 550.20 .00 Free Outfall E = or > E2= 549.950 550.30 .00 Free Outfall E = or > E2= 549.950 550.40 .00 Free Outfall E = or > E2= 549.950 550.50 .00 Free Outfall E = or > E2= 549.950 550.60 .00 Free Outfall E = or > E2= 549.950 550.70 .00 Free Outfall E = or > E2= 549.950 550.80 .00 Free Outfall E = or > E2= 549.950 550.90 .00 Free Outfall E = or > E2= 549.950 551.00 .00 Free Outfall E = or > E2= 549.950 551.10 .00 Free Outfall E = or > E2= 549.950 551.20 .00 Free Outfall E = or > E2= 549.950 551.30 .00 Free Outfall E = or > E2= 549.950 551.40 .00 Free Outfall E = or > E2= 549.950 551.50 .00 Free Outfall E = or > E2= 549.950 551.60 .00 Free Outfall E = or > E2= 549.950 551.70 .00 Free Outfall E = or > E2= 549.950 551.80 .00 Free Outfall E = or > E2= 549.950 551.90 .00 Free Outfall E = or > E2= 549.950 552.00 .00 Free Outfall E = or > E2= 549.950 552.10 .00 Free Outfall E = or > E2= 549.950 552.20 .00 Free Outfall E = or > E2= 549.950 552.30 .00 Free Outfall E = or > E2= 549.950 552.40 .00 Free Outfall E = or > E2= 549.950 552.50 .00 Free Outfall E = or > E2= 549.950 552.60 .00 Free Outfall E = or > E2= 549.950 552.70 .00 Free Outfall E = or > E2= 549.950 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.501 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 552.80 .00 Free Outfall E = or > E2= 549.950 552.90 .00 Free Outfall E = or > E2= 549.950 553.00 .00 Free Outfall E = or > E2= 549.950 553.10 .00 Free Outfall E = or > E2= 549.950 553.20 .00 Free Outfall E = or > E2= 549.950 553.30 .00 Free Outfall E = or > E2= 549.950 553.40 .00 Free Outfall E = or > E2= 549.950 553.50 .00 Free Outfall E = or > E2= 549.950 553.60 .00 Free Outfall E = or > E2= 549.950 553.70 .00 Free Outfall E = or > E2= 549.950 553.80 .00 Free Outfall E = or > E2= 549.950 553.90 .00 Free Outfall E = or > E2= 549.950 554.00 .00 Free Outfall E = or > E2= 549.950 554.10 .00 Free Outfall E = or > E2= 549.950 554.20 .00 Free Outfall E = or > E2= 549.950 554.30 .00 Free Outfall E = or > E2= 549.950 554.40 .00 Free Outfall E = or > E2= 549.950 554.50 .00 Free Outfall E = or > E2= 549.950 554.60 .00 Free Outfall E = or > E2= 549.950 554.70 .00 Free Outfall E = or > E2= 549.950 554.80 .00 Free Outfall E = or > E2= 549.950 554.90 .00 Free Outfall E = or > E2= 549.950 555.00 .00 Free Outfall E = or > E2= 549.950 555.10 .00 Free Outfall E = or > E2= 549.950 555.20 .00 Free Outfall E = or > E2= 549.950 555.30 .00 Free Outfall E = or > E2= 549.950 555.40 .00 Free Outfall E = or > E2= 549.950 555.50 .00 Free Outfall E = or > E2= 549.950 555.60 .00 Free Outfall E = or > E2= 549.950 555.70 .00 Free Outfall E = or > E2= 549.950 555.80 .00 Free Outfall E = or > E2= 549.950 555.90 .00 Free Outfall E = or > E2= 549.950 556.00 .00 Free Outfall E = or > E2= 549.950 556.10 .00 Free Outfall E = or > E2= 549.950 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.502 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 556.20 .00 Free Outfall E = or > E2= 549.950 556.30 .00 Free Outfall E = or > E2= 549.950 556.40 .00 Free Outfall E = or > E2= 549.950 556.50 .00 Free Outfall E = or > E2= 549.950 556.60 .00 Free Outfall E = or > E2= 549.950 556.70 .00 Free Outfall E = or > E2= 549.950 556.80 .00 Free Outfall E = or > E2= 549.950 556.90 .00 Free Outfall E = or > E2= 549.950 557.00 .00 Free Outfall E = or > E2= 549.950 557.10 .00 Free Outfall E = or > E2= 549.950 557.20 .00 Free Outfall E = or > E2= 549.950 557.30 .00 Free Outfall E = or > E2= 549.950 557.40 .00 Free Outfall E = or > E2= 549.950 557.50 .00 Free Outfall E = or > E2= 549.950 557.60 .00 Free Outfall E = or > E2= 549.950 557.70 .00 Free Outfall E = or > E2= 549.950 557.75 .00 Free Outfall E = or > E2= 549.950 557.80 .00 Free Outfall E = or > E2= 549.950 557.90 .00 Free Outfall E = or > E2= 549.950 558.00 .00 Free Outfall E = or > E2= 549.950 558.10 .00 Free Outfall E = or > E2= 549.950 558.20 .00 Free Outfall E = or > E2= 549.950 558.30 .00 Free Outfall E = or > E2= 549.950 558.40 .00 Free Outfall E = or > E2= 549.950 558.50 .00 Free Outfall E = or > E2= 549.950 558.60 .00 Free Outfall E = or > E2= 549.950 558.70 .00 Free Outfall E = or > E2= 549.950 558.80 .00 Free Outfall E = or > E2= 549.950 558.90 .00 Free Outfall E = or > E2= 549.950 559.00 .00 Free Outfall E = or > E2= 549.950 559.10 .00 Free Outfall E = or > E2= 549.950 559.20 .00 Free Outfall E = or > E2= 549.950 559.30 .00 Free Outfall E = or > E2= 549.950 559.40 .00 Free Outfall E = or > E2= 549.950 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 15.503 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = LF (Weir-Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 559.50 .00 Free Outfall E = or > E2= 549.950 559.60 .00 Free Outfall E = or > E2= 549.950 559.70 .00 Free Outfall E = or > E2= 549.950 559.80 .00 Free Outfall E = or > E2= 549.950 559.90 .00 Free Outfall E = or > E2= 549.950 560.00 .00 Free Outfall E = or > E2= 549.950 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.504 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 546.00 .00 Free Outfall None contributing 546.10 .00 Free Outfall None contributing 546.20 .00 Free Outfall None contributing 546.30 .00 Free Outfall None contributing 546.40 .00 Free Outfall None contributing 546.50 .00 Free Outfall None contributing 546.60 .00 Free Outfall None contributing 546.70 .00 Free Outfall None contributing 546.80 .00 Free Outfall None contributing 546.90 .00 Free Outfall None contributing 547.00 .00 Free Outfall None contributing 547.10 .00 Free Outfall None contributing 547.20 .00 Free Outfall None contributing 547.30 .00 Free Outfall None contributing 547.40 .00 Free Outfall None contributing 547.50 .00 Free Outfall None contributing 547.60 .00 Free Outfall None contributing 547.70 .00 Free Outfall None contributing 547.80 .00 Free Outfall None contributing 547.90 .00 Free Outfall None contributing 548.00 .00 Free Outfall None contributing 548.10 .00 Free Outfall None contributing 548.20 .00 Free Outfall None contributing 548.30 .00 Free Outfall None contributing 548.40 .00 Free Outfall None contributing 548.50 .00 Free Outfall None contributing 548.60 .00 Free Outfall None contributing 548.70 .00 Free Outfall LF 548.80 .05 Free Outfall LF 548.90 .13 Free Outfall LF 549.00 .25 Free Outfall LF 549.10 .38 Free Outfall LF 549.20 .53 Free Outfall LF 549.30 .70 Free Outfall LF 549.40 .88 Free Outfall LF 549.50 1.07 Free Outfall LF 549.60 1.28 Free Outfall LF 549.70 1.50 Free Outfall LF S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.505 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 549.80 1.73 Free Outfall LF 549.90 1.97 Free Outfall LF 550.00 2.15 Free Outfall LO 550.10 2.28 Free Outfall LO 550.20 2.41 Free Outfall LO 550.30 2.52 Free Outfall LO 550.40 2.64 Free Outfall LO 550.50 2.74 Free Outfall LO 550.60 2.85 Free Outfall LO 550.70 2.95 Free Outfall LO 550.80 3.04 Free Outfall LO 550.90 3.14 Free Outfall LO 551.00 3.23 Free Outfall LO 551.10 3.32 Free Outfall LO 551.20 3.40 Free Outfall LO 551.30 3.49 Free Outfall LO 551.40 3.57 Free Outfall LO 551.50 3.65 Free Outfall LO 551.60 3.73 Free Outfall LO 551.70 3.81 Free Outfall LO 551.80 3.88 Free Outfall LO 551.90 3.95 Free Outfall LO 552.00 4.03 Free Outfall LO 552.10 4.10 Free Outfall LO 552.20 4.17 Free Outfall LO 552.30 4.24 Free Outfall LO 552.40 4.30 Free Outfall LO 552.50 4.37 Free Outfall LO 552.60 4.44 Free Outfall LO 552.70 4.50 Free Outfall LO 552.80 4.57 Free Outfall LO 552.90 4.63 Free Outfall LO 553.00 4.69 Free Outfall LO 553.10 4.75 Free Outfall LO 553.20 4.81 Free Outfall LO 553.30 4.87 Free Outfall LO 553.40 4.93 Free Outfall LO 553.50 4.99 Free Outfall LO S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.506 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 553.60 5.05 Free Outfall LO 553.70 5.10 Free Outfall LO 553.80 5.16 Free Outfall LO 553.90 5.22 Free Outfall LO 554.00 5.27 Free Outfall LO 554.10 5.33 Free Outfall LO 554.20 5.38 Free Outfall LO 554.30 5.43 Free Outfall LO 554.40 5.49 Free Outfall LO 554.50 5.54 Free Outfall LO 554.60 5.59 Free Outfall LO 554.70 5.64 Free Outfall LO 554.80 5.69 Free Outfall LO 554.90 5.75 Free Outfall LO 555.00 5.80 Free Outfall LO 555.10 5.85 Free Outfall LO 555.20 5.89 Free Outfall LO 555.30 5.94 Free Outfall LO 555.40 5.99 Free Outfall LO 555.50 6.04 Free Outfall LO 555.60 6.09 Free Outfall LO 555.70 6.14 Free Outfall LO 555.80 6.18 Free Outfall LO 555.90 6.23 Free Outfall LO 556.00 6.28 Free Outfall LO 556.10 6.32 Free Outfall LO 556.20 6.37 Free Outfall LO 556.30 6.41 Free Outfall LO 556.40 6.46 Free Outfall LO 556.50 6.50 Free Outfall LO 556.60 6.55 Free Outfall LO 556.70 6.59 Free Outfall LO 556.80 6.63 Free Outfall LO 556.90 6.68 Free Outfall LO 557.00 6.72 Free Outfall LO 557.10 6.76 Free Outfall LO 557.20 6.81 Free Outfall LO 557.30 6.85 Free Outfall LO S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 15.507 Name.... Outlet 6 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 557.40 6.89 Free Outfall LO 557.50 6.93 Free Outfall LO 557.60 6.97 Free Outfall LO 557.70 7.02 Free Outfall LO 557.75 7.04 Free Outfall OF +LO 557.80 7.43 Free Outfall OF +LO 557.90 9.02 Free Outfall OF +LO 558.00 11.26 Free Outfall OF +LO 558.10 14.01 Free Outfall OF +LO 558.20 17.18 Free Outfall OF +LO 558.30 20.72 Free Outfall OF +LO 558.40 24.59 Free Outfall OF +LO 558.50 28.77 Free Outfall OF +LO 558.60 33.24 Free Outfall OF +LO 558.70 37.97 Free Outfall OF +LO 558.80 42.96 Free Outfall OF +LO 558.90 48.19 Free Outfall OF +LO 559.00 53.65 Free Outfall OF +LO 559.10 59.33 Free Outfall OF +LO 559.20 65.23 Free Outfall OF +LO 559.30 71.33 Free Outfall OF +LO 559.40 77.63 Free Outfall OF +LO 559.50 84.12 Free Outfall OF +LO 559.60 90.80 Free Outfall OF +LO 559.70 97.66 Free Outfall OF +LO 559.80 104.69 Free Outfall OF +LO 559.90 111.91 Free Outfall OF +LO 560.00 119.28 Free Outfall OF +LO S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.01 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN2 IN 15-Yr Outflow HYG file = NONE STORED - BASIN2 OUT 15-Yr Pond Node Data = BASIN2 Pond Volume Data = BASIN2 Pond Outlet Data = Outlet 2 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.50 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 573.50 .00 0 5 .00 .00 .00 573.60 .05 2 31 .00 .05 .07 573.70 .19 7 79 .00 .19 .27 573.80 .42 18 150 .00 .42 .62 573.90 .72 38 242 .00 .72 1.14 574.00 1.10 67 357 .00 1.10 1.85 574.10 1.56 111 518 .00 1.56 2.79 574.20 2.07 172 709 .00 2.07 3.99 574.30 2.64 254 930 .00 2.64 5.46 574.40 3.27 359 1181 .00 3.27 7.26 574.50 3.93 491 1462 .00 3.93 9.39 574.60 4.65 653 1773 .00 4.65 11.90 574.70 5.39 847 2114 .00 5.39 14.80 574.80 6.16 1076 2485 .00 6.16 18.12 574.90 6.95 1345 2886 .00 6.95 21.89 575.00 7.76 1655 3316 .00 7.76 26.14 575.10 8.58 2009 3777 .00 8.58 30.90 575.20 9.42 2411 4268 .00 9.42 36.21 575.30 10.24 2863 4788 .00 10.24 42.06 575.40 11.06 3370 5339 .00 11.06 48.50 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.02 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN2 IN 15-Yr Outflow HYG file = NONE STORED - BASIN2 OUT 15-Yr Pond Node Data = BASIN2 Pond Volume Data = BASIN2 Pond Outlet Data = Outlet 2 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.50 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 575.50 11.96 3932 5919 .00 11.96 55.65 575.60 12.83 4554 6529 .00 12.83 63.43 575.70 13.52 5239 7170 .00 13.52 71.73 575.80 14.17 5989 7840 .00 14.17 80.72 575.90 14.81 6808 8540 .00 14.81 90.45 576.00 15.41 7698 9270 .00 15.41 100.95 576.10 15.99 8632 9404 .00 15.99 111.89 576.20 16.55 9579 9540 .00 16.55 122.99 576.30 17.09 10540 9676 .00 17.09 134.20 576.40 17.62 11514 9813 .00 17.62 145.56 576.50 18.13 12502 9951 .00 18.13 157.05 576.60 18.63 13504 10090 .00 18.63 168.67 576.70 19.11 14521 10230 .00 19.11 180.45 576.80 19.59 15550 10371 .00 19.59 192.37 576.90 20.04 16595 10513 .00 20.04 204.43 577.00 20.49 17653 10656 .00 20.49 216.64 577.10 20.93 18726 10800 .00 20.93 229.00 577.20 21.36 19813 10945 .00 21.36 241.51 577.30 21.79 20915 11091 .00 21.79 254.18 577.40 22.20 22032 11238 .00 22.20 267.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.03 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN2 IN 15-Yr Outflow HYG file = NONE STORED - BASIN2 OUT 15-Yr Pond Node Data = BASIN2 Pond Volume Data = BASIN2 Pond Outlet Data = Outlet 2 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.50 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 577.50 22.61 23163 11386 .00 22.61 279.98 577.60 23.01 24308 11534 .00 23.01 293.10 577.70 23.40 25470 11684 .00 23.40 306.40 577.80 23.79 26645 11835 .00 23.79 319.85 577.90 24.17 27837 11986 .00 24.17 333.47 578.00 24.55 29043 12139 .00 24.55 347.24 578.10 24.91 30264 12293 .00 24.91 361.18 578.20 25.28 31502 12449 .00 25.28 375.30 578.30 25.64 32754 12605 .00 25.64 389.57 578.40 25.99 34023 12763 .00 25.99 404.02 578.50 26.34 35307 12921 .00 26.34 418.64 578.60 26.69 36607 13081 .00 26.69 433.43 578.70 27.02 37923 13241 .00 27.02 448.39 578.80 27.36 39255 13402 .00 27.36 463.53 578.90 27.69 40604 13565 .00 27.69 478.85 579.00 28.02 41968 13728 .00 28.02 494.33 579.10 28.34 43349 13892 .00 28.34 510.00 579.20 28.66 44747 14058 .00 28.66 525.85 579.30 28.98 46161 14224 .00 28.98 541.88 579.40 29.29 47592 14391 .00 29.29 558.09 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.04 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN2 IN 15-Yr Outflow HYG file = NONE STORED - BASIN2 OUT 15-Yr Pond Node Data = BASIN2 Pond Volume Data = BASIN2 Pond Outlet Data = Outlet 2 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.50 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 579.50 29.60 49039 14559 .00 29.60 574.48 579.60 29.91 50503 14728 .00 29.91 591.06 579.70 30.21 51985 14899 .00 30.21 607.82 579.80 30.51 53483 15070 .00 30.51 624.77 579.90 30.81 54999 15242 .00 30.81 641.91 580.00 31.10 56532 15415 .00 31.10 659.23 580.10 31.39 58081 15586 .00 31.39 676.74 580.20 31.69 59649 15758 .00 31.69 694.45 580.30 31.97 61233 15930 .00 31.97 712.34 580.40 32.26 62835 16104 .00 32.26 730.43 580.50 32.54 64454 16279 .00 32.54 748.69 580.60 32.82 66090 16454 .00 32.82 767.16 580.70 33.09 67745 16631 .00 33.09 785.82 580.80 33.37 69417 16808 .00 33.37 804.66 580.90 33.64 71107 16987 .00 33.64 823.72 581.00 33.91 72814 17166 .00 33.91 842.96 581.10 34.18 74539 17346 .00 34.18 862.39 581.20 34.45 76284 17527 .00 34.45 882.04 581.30 34.71 78045 17710 .00 34.71 901.88 581.40 34.97 79826 17893 .00 34.97 921.92 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.05 Name.... BASIN2 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN2 IN 15-Yr Outflow HYG file = NONE STORED - BASIN2 OUT 15-Yr Pond Node Data = BASIN2 Pond Volume Data = BASIN2 Pond Outlet Data = Outlet 2 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.50 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 581.50 35.23 81624 18077 .00 35.23 942.16 581.60 38.52 83440 18262 .00 38.52 965.64 581.70 44.33 85277 18448 .00 44.33 991.85 581.80 51.77 87130 18634 .00 51.77 1019.89 581.90 60.54 89004 18822 .00 60.54 1049.47 582.00 70.44 90895 19011 .00 70.44 1080.39 582.10 81.37 92805 19195 .00 81.37 1112.53 582.20 93.23 94734 19381 .00 93.23 1145.83 582.30 105.94 96681 19567 .00 105.94 1180.17 582.40 119.46 98648 19754 .00 119.46 1215.55 582.50 133.73 100632 19942 .00 133.73 1251.87 582.60 148.72 102635 20131 .00 148.72 1289.12 582.70 164.41 104659 20320 .00 164.41 1327.28 582.80 180.74 106700 20511 .00 180.74 1366.29 582.90 197.72 108761 20703 .00 197.72 1406.17 583.00 215.29 110840 20895 .00 215.29 1446.85 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.06 Name.... BASIN2 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN2 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 50 BASIN2 BASIN2 15-Yr ========================================================================== INFLOWS TO: BASIN2 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN2 15-Yr 273261 12.1000 75.00 TOTAL FLOW INTO: BASIN2 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN2 IN 15-Yr 273261 12.1000 75.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.07 Name.... BASIN2 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN2 IN HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 75.00 cfs Time to Peak = 12.1000 hrs HYG Volume = 273261 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.6500 | .00 .00 .00 .01 .01 6.9000 | .02 .03 .04 .04 .05 7.1500 | .06 .07 .08 .09 .11 7.4000 | .12 .13 .14 .15 .16 7.6500 | .17 .18 .20 .21 .22 7.9000 | .23 .24 .26 .27 .28 8.1500 | .29 .31 .32 .34 .36 8.4000 | .37 .39 .41 .43 .46 8.6500 | .48 .50 .53 .55 .58 8.9000 | .61 .63 .66 .69 .72 9.1500 | .75 .78 .80 .83 .85 9.4000 | .87 .89 .92 .94 .96 9.6500 | .98 1.00 1.03 1.07 1.10 9.9000 | 1.14 1.19 1.23 1.28 1.33 10.1500 | 1.38 1.44 1.50 1.56 1.63 10.4000 | 1.70 1.77 1.85 1.93 2.01 10.6500 | 2.10 2.20 2.30 2.41 2.53 10.9000 | 2.65 2.79 2.92 3.07 3.23 11.1500 | 3.40 3.59 3.81 4.06 4.34 11.4000 | 4.64 4.96 5.31 5.79 6.53 11.6500 | 7.89 10.10 13.63 18.62 25.82 11.9000 | 35.61 47.80 60.60 70.42 75.00 12.1500 | 73.29 66.28 56.74 47.15 38.73 12.4000 | 32.18 27.21 23.34 20.19 17.64 12.6500 | 15.55 13.84 12.46 11.35 10.45 12.9000 | 9.73 9.12 8.60 8.14 7.74 13.1500 | 7.39 7.09 6.84 6.62 6.42 13.4000 | 6.23 6.06 5.90 5.74 5.59 13.6500 | 5.44 5.30 5.17 5.04 4.92 13.9000 | 4.81 4.70 4.59 4.48 4.38 14.1500 | 4.28 4.19 4.11 4.04 3.98 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.08 Name.... BASIN2 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.4000 | 3.92 3.87 3.83 3.79 3.75 14.6500 | 3.71 3.67 3.63 3.59 3.56 14.9000 | 3.52 3.48 3.45 3.41 3.37 15.1500 | 3.34 3.30 3.26 3.23 3.19 15.4000 | 3.16 3.12 3.08 3.05 3.01 15.6500 | 2.97 2.94 2.90 2.86 2.83 15.9000 | 2.79 2.75 2.72 2.68 2.64 16.1500 | 2.61 2.58 2.55 2.52 2.50 16.4000 | 2.48 2.47 2.45 2.43 2.42 16.6500 | 2.40 2.39 2.38 2.36 2.35 16.9000 | 2.34 2.32 2.31 2.30 2.28 17.1500 | 2.27 2.26 2.25 2.23 2.22 17.4000 | 2.21 2.19 2.18 2.17 2.15 17.6500 | 2.14 2.13 2.11 2.10 2.09 17.9000 | 2.07 2.06 2.05 2.03 2.02 18.1500 | 2.01 2.00 1.98 1.97 1.96 18.4000 | 1.94 1.93 1.92 1.90 1.89 18.6500 | 1.88 1.86 1.85 1.84 1.82 18.9000 | 1.81 1.80 1.78 1.77 1.76 19.1500 | 1.74 1.73 1.71 1.70 1.69 19.4000 | 1.67 1.66 1.65 1.63 1.62 19.6500 | 1.61 1.59 1.58 1.57 1.55 19.9000 | 1.54 1.53 1.51 1.50 1.49 20.1500 | 1.47 1.46 1.45 1.45 1.44 20.4000 | 1.43 1.43 1.42 1.42 1.42 20.6500 | 1.41 1.41 1.41 1.41 1.40 20.9000 | 1.40 1.40 1.40 1.39 1.39 21.1500 | 1.39 1.38 1.38 1.38 1.38 21.4000 | 1.37 1.37 1.37 1.37 1.36 21.6500 | 1.36 1.36 1.36 1.35 1.35 21.9000 | 1.35 1.35 1.34 1.34 1.34 22.1500 | 1.34 1.33 1.33 1.33 1.32 22.4000 | 1.32 1.32 1.32 1.31 1.31 22.6500 | 1.31 1.31 1.30 1.30 1.30 22.9000 | 1.30 1.29 1.29 1.29 1.29 23.1500 | 1.28 1.28 1.28 1.27 1.27 23.4000 | 1.27 1.27 1.26 1.26 1.26 23.6500 | 1.26 1.25 1.25 1.25 1.25 23.9000 | 1.24 1.24 1.24 1.21 1.15 24.1500 | 1.04 .87 .69 .52 .38 24.4000 | .27 .20 .14 .10 .08 24.6500 | .05 .04 .03 .02 .01 24.9000 | .01 .01 .00 .00 .00 25.1500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.09 Name.... BASIN2 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN2 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 50 BASIN2 BASIN2 25-yr ========================================================================== INFLOWS TO: BASIN2 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN2 25-yr 312030 12.1000 85.53 TOTAL FLOW INTO: BASIN2 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN2 IN 25-yr 312030 12.1000 85.53 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.10 Name.... BASIN2 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN2 IN HYG Tag = 25-yr ----------------------------------- Peak Discharge = 85.53 cfs Time to Peak = 12.1000 hrs HYG Volume = 312030 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.2500 | .00 .00 .01 .01 .02 6.5000 | .02 .03 .04 .05 .06 6.7500 | .08 .09 .10 .11 .12 7.0000 | .13 .15 .16 .17 .18 7.2500 | .20 .21 .22 .23 .25 7.5000 | .26 .27 .29 .30 .31 7.7500 | .33 .34 .36 .37 .38 8.0000 | .40 .41 .43 .44 .46 8.2500 | .48 .50 .52 .54 .56 8.5000 | .59 .62 .64 .67 .70 8.7500 | .73 .76 .79 .82 .86 9.0000 | .89 .92 .96 .99 1.03 9.2500 | 1.06 1.09 1.11 1.14 1.16 9.5000 | 1.19 1.21 1.23 1.26 1.29 9.7500 | 1.32 1.36 1.40 1.45 1.50 10.0000 | 1.55 1.61 1.67 1.73 1.80 10.2500 | 1.87 1.94 2.02 2.11 2.19 10.5000 | 2.29 2.38 2.48 2.58 2.70 10.7500 | 2.82 2.95 3.09 3.23 3.39 11.0000 | 3.55 3.72 3.90 4.10 4.33 11.2500 | 4.59 4.87 5.20 5.54 5.92 11.5000 | 6.33 6.88 7.74 9.33 11.91 11.7500 | 16.01 21.77 30.05 41.23 55.07 12.0000 | 69.52 80.52 85.53 83.41 75.31 12.2500 | 64.39 53.46 43.87 36.41 30.76 12.5000 | 26.36 22.78 19.88 17.51 15.58 12.7500 | 14.01 12.76 11.75 10.92 10.24 13.0000 | 9.65 9.14 8.68 8.29 7.95 13.2500 | 7.67 7.42 7.19 6.98 6.79 13.5000 | 6.61 6.43 6.26 6.09 5.94 13.7500 | 5.79 5.65 5.51 5.38 5.26 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.11 Name.... BASIN2 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.0000 | 5.14 5.02 4.90 4.79 4.69 14.2500 | 4.60 4.52 4.45 4.39 4.33 14.5000 | 4.28 4.24 4.19 4.15 4.10 14.7500 | 4.06 4.02 3.98 3.94 3.89 15.0000 | 3.85 3.81 3.77 3.73 3.69 15.2500 | 3.65 3.61 3.57 3.53 3.49 15.5000 | 3.44 3.40 3.36 3.32 3.28 15.7500 | 3.24 3.20 3.16 3.12 3.07 16.0000 | 3.03 2.99 2.95 2.91 2.88 16.2500 | 2.85 2.82 2.79 2.77 2.75 16.5000 | 2.73 2.72 2.70 2.68 2.67 16.7500 | 2.65 2.64 2.62 2.61 2.59 17.0000 | 2.58 2.56 2.55 2.54 2.52 17.2500 | 2.51 2.49 2.48 2.46 2.45 17.5000 | 2.43 2.42 2.40 2.39 2.37 17.7500 | 2.36 2.34 2.33 2.31 2.30 18.0000 | 2.29 2.27 2.26 2.24 2.23 18.2500 | 2.21 2.20 2.18 2.17 2.15 18.5000 | 2.14 2.12 2.11 2.09 2.08 18.7500 | 2.06 2.05 2.03 2.02 2.00 19.0000 | 1.99 1.97 1.96 1.94 1.93 19.2500 | 1.91 1.90 1.88 1.87 1.85 19.5000 | 1.84 1.82 1.81 1.79 1.78 19.7500 | 1.76 1.75 1.73 1.72 1.70 20.0000 | 1.69 1.67 1.66 1.64 1.63 20.2500 | 1.62 1.61 1.60 1.60 1.59 20.5000 | 1.59 1.58 1.58 1.58 1.57 20.7500 | 1.57 1.57 1.56 1.56 1.56 21.0000 | 1.55 1.55 1.55 1.55 1.54 21.2500 | 1.54 1.54 1.53 1.53 1.53 21.5000 | 1.53 1.52 1.52 1.52 1.51 21.7500 | 1.51 1.51 1.51 1.50 1.50 22.0000 | 1.50 1.49 1.49 1.49 1.48 22.2500 | 1.48 1.48 1.48 1.47 1.47 22.5000 | 1.47 1.46 1.46 1.46 1.46 22.7500 | 1.45 1.45 1.45 1.44 1.44 23.0000 | 1.44 1.43 1.43 1.43 1.43 23.2500 | 1.42 1.42 1.42 1.41 1.41 23.5000 | 1.41 1.41 1.40 1.40 1.40 23.7500 | 1.39 1.39 1.39 1.38 1.38 24.0000 | 1.38 1.35 1.28 1.15 .97 24.2500 | .77 .58 .43 .31 .22 24.5000 | .16 .12 .08 .06 .04 24.7500 | .03 .02 .02 .01 .01 25.0000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.12 Name.... BASIN2 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN2 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 50 BASIN2 BASIN2 100-yr ========================================================================== INFLOWS TO: BASIN2 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN2 100-yr 415166 12.1000 113.14 TOTAL FLOW INTO: BASIN2 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN2 IN 100-yr 415166 12.1000 113.14 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.13 Name.... BASIN2 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN2 IN HYG Tag = 100-yr ----------------------------------- Peak Discharge = 113.14 cfs Time to Peak = 12.1000 hrs HYG Volume = 415166 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.3500 | .00 .00 .01 .01 .02 5.6000 | .03 .04 .05 .06 .07 5.8500 | .09 .10 .12 .13 .14 6.1000 | .16 .17 .19 .21 .22 6.3500 | .24 .25 .27 .29 .30 6.6000 | .32 .33 .35 .37 .38 6.8500 | .40 .42 .44 .45 .47 7.1000 | .49 .51 .52 .54 .56 7.3500 | .58 .60 .61 .63 .65 7.6000 | .67 .69 .71 .73 .74 7.8500 | .76 .78 .80 .82 .84 8.1000 | .86 .88 .91 .93 .96 8.3500 | 1.00 1.03 1.07 1.10 1.14 8.6000 | 1.18 1.23 1.27 1.32 1.36 8.8500 | 1.41 1.46 1.50 1.55 1.61 9.1000 | 1.66 1.70 1.75 1.79 1.83 9.3500 | 1.87 1.90 1.94 1.97 1.99 9.6000 | 2.02 2.06 2.10 2.14 2.20 9.8500 | 2.26 2.32 2.40 2.47 2.55 10.1000 | 2.63 2.72 2.82 2.92 3.03 10.3500 | 3.14 3.26 3.38 3.51 3.64 10.6000 | 3.78 3.93 4.08 4.25 4.43 10.8500 | 4.63 4.83 5.05 5.27 5.51 11.1000 | 5.76 6.04 6.35 6.70 7.10 11.3500 | 7.55 8.03 8.54 9.10 9.86 11.6000 | 11.05 13.24 16.78 22.39 30.21 11.8500 | 41.33 56.16 74.30 93.04 107.06 12.1000 | 113.14 109.91 98.94 84.40 69.92 12.3500 | 57.27 47.45 40.01 34.23 29.53 12.6000 | 25.73 22.63 20.10 18.06 16.42 12.8500 | 15.11 14.04 13.15 12.38 11.71 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.14 Name.... BASIN2 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 13.1000 | 11.12 10.61 10.18 9.81 9.49 13.3500 | 9.20 8.93 8.68 8.44 8.22 13.6000 | 8.00 7.79 7.59 7.39 7.21 13.8500 | 7.04 6.87 6.71 6.55 6.40 14.1000 | 6.25 6.11 5.98 5.87 5.77 14.3500 | 5.68 5.60 5.53 5.46 5.40 14.6000 | 5.34 5.28 5.23 5.17 5.12 14.8500 | 5.06 5.01 4.96 4.91 4.85 15.1000 | 4.80 4.75 4.70 4.64 4.59 15.3500 | 4.54 4.49 4.43 4.38 4.33 15.6000 | 4.28 4.22 4.17 4.12 4.07 15.8500 | 4.01 3.96 3.91 3.86 3.80 16.1000 | 3.75 3.70 3.66 3.62 3.58 16.3500 | 3.55 3.52 3.50 3.47 3.45 16.6000 | 3.43 3.41 3.39 3.37 3.35 16.8500 | 3.33 3.31 3.29 3.27 3.26 17.1000 | 3.24 3.22 3.20 3.18 3.16 17.3500 | 3.14 3.12 3.11 3.09 3.07 17.6000 | 3.05 3.03 3.01 2.99 2.97 17.8500 | 2.96 2.94 2.92 2.90 2.88 18.1000 | 2.86 2.84 2.82 2.80 2.78 18.3500 | 2.77 2.75 2.73 2.71 2.69 18.6000 | 2.67 2.65 2.63 2.61 2.59 18.8500 | 2.58 2.56 2.54 2.52 2.50 19.1000 | 2.48 2.46 2.44 2.42 2.40 19.3500 | 2.38 2.37 2.35 2.33 2.31 19.6000 | 2.29 2.27 2.25 2.23 2.21 19.8500 | 2.19 2.17 2.15 2.14 2.12 20.1000 | 2.10 2.08 2.07 2.05 2.04 20.3500 | 2.03 2.02 2.02 2.01 2.00 20.6000 | 2.00 2.00 1.99 1.99 1.98 20.8500 | 1.98 1.97 1.97 1.97 1.96 21.1000 | 1.96 1.96 1.95 1.95 1.94 21.3500 | 1.94 1.94 1.93 1.93 1.93 21.6000 | 1.92 1.92 1.91 1.91 1.91 21.8500 | 1.90 1.90 1.90 1.89 1.89 22.1000 | 1.89 1.88 1.88 1.87 1.87 22.3500 | 1.87 1.86 1.86 1.85 1.85 22.6000 | 1.85 1.84 1.84 1.84 1.83 22.8500 | 1.83 1.82 1.82 1.82 1.81 23.1000 | 1.81 1.81 1.80 1.80 1.79 23.3500 | 1.79 1.79 1.78 1.78 1.78 23.6000 | 1.77 1.77 1.76 1.76 1.76 23.8500 | 1.75 1.75 1.75 1.74 1.71 24.1000 | 1.62 1.46 1.23 .98 .74 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.15 Name.... BASIN2 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.3500 | .54 .39 .28 .20 .15 24.6000 | .11 .08 .05 .04 .03 24.8500 | .02 .01 .01 .01 .00 25.1000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.16 Name.... BASIN2 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN2 IN 15-Yr Outflow HYG file = NONE STORED - BASIN2 OUT 15-Yr Pond Node Data = BASIN2 Pond Volume Data = BASIN2 Pond Outlet Data = Outlet 2 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.50 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 75.00 cfs at 12.1000 hrs Peak Outflow = 32.23 cfs at 12.4000 hrs ----------------------------------------------------- Peak Elevation = 580.39 ft Peak Storage = 62666 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 273261 - Infiltration = 0 - HYG Vol OUT = 273261 - Retained Vol = 0 ---------- Unrouted Vol = 0 cu.ft (.000% of Outflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.17 Name.... BASIN2 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN2 OUT HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 32.23 cfs Time to Peak = 12.4000 hrs HYG Volume = 273261 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.6500 | .00 .00 .00 .01 .01 6.9000 | .02 .02 .03 .04 .05 7.1500 | .06 .07 .08 .09 .10 7.4000 | .11 .12 .13 .14 .16 7.6500 | .17 .18 .19 .20 .21 7.9000 | .23 .24 .25 .26 .27 8.1500 | .29 .30 .31 .33 .35 8.4000 | .36 .38 .40 .42 .45 8.6500 | .47 .49 .52 .54 .57 8.9000 | .59 .62 .65 .68 .70 9.1500 | .73 .76 .79 .81 .84 9.4000 | .86 .88 .90 .93 .95 9.6500 | .97 .99 1.02 1.05 1.08 9.9000 | 1.12 1.16 1.21 1.25 1.30 10.1500 | 1.35 1.41 1.47 1.53 1.59 10.4000 | 1.66 1.73 1.81 1.89 1.97 10.6500 | 2.06 2.15 2.25 2.35 2.44 10.9000 | 2.56 2.68 2.80 2.94 3.08 11.1500 | 3.24 3.40 3.59 3.81 4.04 11.4000 | 4.29 4.58 4.87 5.22 5.67 11.6500 | 6.36 7.42 8.95 10.95 13.39 11.9000 | 15.61 18.13 20.94 23.75 26.28 12.1500 | 28.38 29.98 31.08 31.77 32.12 12.4000 | 32.23 32.15 31.93 31.60 31.18 12.6500 | 30.69 30.12 29.49 28.82 28.09 12.9000 | 27.32 26.51 25.67 24.78 23.87 13.1500 | 22.91 21.93 20.92 19.88 18.82 13.4000 | 17.75 16.66 15.57 14.41 13.12 13.6500 | 11.46 9.88 8.47 7.26 6.34 13.9000 | 5.67 5.23 4.93 4.73 4.57 14.1500 | 4.43 4.32 4.22 4.14 4.07 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.18 Name.... BASIN2 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.4000 | 4.00 3.94 3.89 3.84 3.79 14.6500 | 3.75 3.71 3.67 3.63 3.60 14.9000 | 3.56 3.52 3.49 3.45 3.41 15.1500 | 3.38 3.34 3.30 3.27 3.23 15.4000 | 3.19 3.15 3.12 3.08 3.04 15.6500 | 3.01 2.97 2.93 2.90 2.86 15.9000 | 2.82 2.79 2.75 2.71 2.68 16.1500 | 2.64 2.60 2.57 2.55 2.52 16.4000 | 2.50 2.48 2.46 2.45 2.43 16.6500 | 2.42 2.40 2.39 2.37 2.36 16.9000 | 2.35 2.33 2.32 2.30 2.29 17.1500 | 2.28 2.27 2.25 2.24 2.23 17.4000 | 2.21 2.20 2.19 2.17 2.16 17.6500 | 2.15 2.13 2.12 2.11 2.09 17.9000 | 2.08 2.07 2.05 2.04 2.03 18.1500 | 2.02 2.00 1.99 1.98 1.96 18.4000 | 1.95 1.94 1.92 1.91 1.90 18.6500 | 1.88 1.87 1.86 1.84 1.83 18.9000 | 1.82 1.80 1.79 1.78 1.76 19.1500 | 1.75 1.74 1.72 1.71 1.69 19.4000 | 1.68 1.67 1.65 1.64 1.63 19.6500 | 1.61 1.60 1.59 1.57 1.56 19.9000 | 1.55 1.53 1.52 1.51 1.49 20.1500 | 1.48 1.47 1.46 1.45 1.44 20.4000 | 1.44 1.43 1.43 1.42 1.42 20.6500 | 1.42 1.41 1.41 1.41 1.40 20.9000 | 1.40 1.40 1.40 1.39 1.39 21.1500 | 1.39 1.39 1.38 1.38 1.38 21.4000 | 1.38 1.37 1.37 1.37 1.37 21.6500 | 1.36 1.36 1.36 1.35 1.35 21.9000 | 1.35 1.35 1.34 1.34 1.34 22.1500 | 1.34 1.33 1.33 1.33 1.33 22.4000 | 1.32 1.32 1.32 1.32 1.31 22.6500 | 1.31 1.31 1.31 1.30 1.30 22.9000 | 1.30 1.29 1.29 1.29 1.29 23.1500 | 1.28 1.28 1.28 1.28 1.27 23.4000 | 1.27 1.27 1.27 1.26 1.26 23.6500 | 1.26 1.26 1.25 1.25 1.25 23.9000 | 1.24 1.24 1.24 1.22 1.18 24.1500 | 1.09 .95 .78 .61 .45 24.4000 | .33 .24 .17 .12 .09 24.6500 | .06 .05 .03 .02 .02 24.9000 | .01 .01 .01 .00 .00 25.1500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.19 Name.... BASIN2 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN2 IN 25-yr Outflow HYG file = NONE STORED - BASIN2 OUT 25-yr Pond Node Data = BASIN2 Pond Volume Data = BASIN2 Pond Outlet Data = Outlet 2 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.50 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 85.53 cfs at 12.1000 hrs Peak Outflow = 34.38 cfs at 12.4000 hrs ----------------------------------------------------- Peak Elevation = 581.17 ft Peak Storage = 75832 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 312030 - Infiltration = 0 - HYG Vol OUT = 312030 - Retained Vol = 0 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.20 Name.... BASIN2 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN2 OUT HYG Tag = 25-yr ----------------------------------- Peak Discharge = 34.38 cfs Time to Peak = 12.4000 hrs HYG Volume = 312030 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.2500 | .00 .00 .00 .01 .01 6.5000 | .02 .03 .04 .05 .06 6.7500 | .07 .08 .09 .10 .12 7.0000 | .13 .14 .15 .16 .18 7.2500 | .19 .20 .22 .23 .24 7.5000 | .25 .27 .28 .29 .31 7.7500 | .32 .34 .35 .36 .38 8.0000 | .39 .40 .42 .43 .45 8.2500 | .47 .49 .51 .53 .55 8.5000 | .58 .60 .63 .66 .68 8.7500 | .71 .74 .78 .81 .84 9.0000 | .87 .91 .94 .98 1.01 9.2500 | 1.04 1.07 1.10 1.13 1.15 9.5000 | 1.18 1.20 1.22 1.25 1.27 9.7500 | 1.31 1.34 1.38 1.43 1.48 10.0000 | 1.53 1.58 1.64 1.70 1.77 10.2500 | 1.83 1.91 1.98 2.07 2.15 10.5000 | 2.24 2.33 2.41 2.50 2.61 10.7500 | 2.71 2.83 2.96 3.10 3.25 11.0000 | 3.39 3.54 3.71 3.89 4.08 11.2500 | 4.29 4.54 4.80 5.09 5.42 11.5000 | 5.75 6.15 6.64 7.39 8.54 11.7500 | 10.16 12.33 14.52 16.81 19.53 12.0000 | 22.51 25.44 28.07 30.24 31.90 12.2500 | 33.06 33.80 34.21 34.38 34.35 12.5000 | 34.20 33.93 33.58 33.15 32.66 12.7500 | 32.10 31.50 30.86 30.18 29.45 13.0000 | 28.70 27.91 27.08 26.22 25.33 13.2500 | 24.42 23.47 22.50 21.50 20.48 13.5000 | 19.44 18.38 17.31 16.23 15.14 13.7500 | 13.95 12.57 10.89 9.43 8.09 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.21 Name.... BASIN2 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.0000 | 7.02 6.22 5.64 5.26 4.99 14.2500 | 4.82 4.69 4.58 4.49 4.42 14.5000 | 4.36 4.30 4.25 4.20 4.16 14.7500 | 4.11 4.07 4.03 3.99 3.95 15.0000 | 3.90 3.86 3.82 3.78 3.74 15.2500 | 3.69 3.65 3.61 3.57 3.53 15.5000 | 3.49 3.45 3.41 3.37 3.33 15.7500 | 3.28 3.24 3.20 3.15 3.11 16.0000 | 3.07 3.03 2.99 2.95 2.91 16.2500 | 2.88 2.85 2.82 2.79 2.77 16.5000 | 2.75 2.73 2.72 2.70 2.68 16.7500 | 2.67 2.65 2.64 2.62 2.61 17.0000 | 2.59 2.58 2.56 2.55 2.53 17.2500 | 2.52 2.50 2.49 2.47 2.46 17.5000 | 2.44 2.43 2.42 2.40 2.39 17.7500 | 2.37 2.36 2.34 2.32 2.31 18.0000 | 2.29 2.28 2.26 2.25 2.23 18.2500 | 2.22 2.20 2.19 2.17 2.16 18.5000 | 2.14 2.13 2.11 2.10 2.08 18.7500 | 2.07 2.05 2.04 2.02 2.01 19.0000 | 1.99 1.98 1.96 1.95 1.93 19.2500 | 1.92 1.90 1.89 1.87 1.86 19.5000 | 1.84 1.83 1.81 1.80 1.78 19.7500 | 1.77 1.75 1.74 1.72 1.71 20.0000 | 1.69 1.68 1.66 1.65 1.64 20.2500 | 1.63 1.62 1.61 1.60 1.60 20.5000 | 1.59 1.59 1.58 1.58 1.57 20.7500 | 1.57 1.57 1.57 1.56 1.56 21.0000 | 1.56 1.55 1.55 1.55 1.54 21.2500 | 1.54 1.54 1.54 1.53 1.53 21.5000 | 1.53 1.52 1.52 1.52 1.52 21.7500 | 1.51 1.51 1.51 1.50 1.50 22.0000 | 1.50 1.49 1.49 1.49 1.49 22.2500 | 1.48 1.48 1.48 1.47 1.47 22.5000 | 1.47 1.47 1.46 1.46 1.46 22.7500 | 1.45 1.45 1.45 1.44 1.44 23.0000 | 1.44 1.44 1.43 1.43 1.43 23.2500 | 1.42 1.42 1.42 1.42 1.41 23.5000 | 1.41 1.41 1.40 1.40 1.40 23.7500 | 1.39 1.39 1.39 1.39 1.38 24.0000 | 1.38 1.36 1.32 1.22 1.06 24.2500 | .87 .68 .50 .37 .26 24.5000 | .19 .14 .10 .07 .05 24.7500 | .04 .03 .02 .01 .01 25.0000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.22 Name.... BASIN2 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN2 IN 100-yr Outflow HYG file = NONE STORED - BASIN2 OUT 100-yr Pond Node Data = BASIN2 Pond Volume Data = BASIN2 Pond Outlet Data = Outlet 2 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 573.50 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 113.14 cfs at 12.1000 hrs Peak Outflow = 77.06 cfs at 12.3000 hrs ----------------------------------------------------- Peak Elevation = 582.06 ft Peak Storage = 92049 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 415166 - Infiltration = 0 - HYG Vol OUT = 415166 - Retained Vol = 0 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.23 Name.... BASIN2 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN2 OUT HYG Tag = 100-yr ----------------------------------- Peak Discharge = 77.06 cfs Time to Peak = 12.3000 hrs HYG Volume = 415166 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.3500 | .00 .00 .00 .01 .01 5.6000 | .02 .03 .04 .05 .07 5.8500 | .08 .09 .11 .12 .14 6.1000 | .15 .17 .18 .20 .21 6.3500 | .23 .24 .26 .28 .29 6.6000 | .31 .33 .34 .36 .38 6.8500 | .39 .41 .43 .44 .46 7.1000 | .48 .50 .51 .53 .55 7.3500 | .57 .59 .60 .62 .64 7.6000 | .66 .68 .70 .72 .74 7.8500 | .75 .77 .79 .81 .83 8.1000 | .85 .87 .90 .92 .95 8.3500 | .98 1.01 1.05 1.09 1.12 8.6000 | 1.16 1.21 1.25 1.29 1.34 8.8500 | 1.38 1.43 1.48 1.53 1.58 9.1000 | 1.63 1.68 1.73 1.77 1.81 9.3500 | 1.85 1.89 1.92 1.95 1.98 9.6000 | 2.01 2.04 2.08 2.12 2.17 9.8500 | 2.23 2.29 2.36 2.42 2.49 10.1000 | 2.57 2.65 2.73 2.83 2.93 10.3500 | 3.04 3.15 3.27 3.38 3.50 10.6000 | 3.63 3.77 3.92 4.06 4.22 10.8500 | 4.40 4.59 4.77 4.97 5.18 11.1000 | 5.41 5.64 5.90 6.19 6.49 11.3500 | 6.84 7.21 7.62 8.05 8.54 11.6000 | 9.15 10.02 11.31 13.13 14.98 11.8500 | 17.13 19.80 22.89 26.15 29.30 12.1000 | 32.09 34.40 51.53 76.85 77.06 12.3500 | 68.05 58.19 49.84 43.29 38.34 12.6000 | 35.34 34.95 34.60 34.18 33.71 12.8500 | 33.19 32.64 32.05 31.43 30.78 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.24 Name.... BASIN2 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 13.1000 | 30.09 29.38 28.64 27.88 27.08 13.3500 | 26.27 25.43 24.56 23.68 22.77 13.6000 | 21.85 20.90 19.93 18.96 17.97 13.8500 | 16.97 15.97 14.97 13.88 12.65 14.1000 | 11.15 9.85 8.70 7.75 7.01 14.3500 | 6.48 6.12 5.86 5.69 5.57 14.6000 | 5.47 5.40 5.33 5.26 5.20 14.8500 | 5.15 5.09 5.04 4.98 4.93 15.1000 | 4.88 4.83 4.77 4.72 4.67 15.3500 | 4.61 4.56 4.50 4.45 4.40 15.6000 | 4.34 4.29 4.24 4.19 4.13 15.8500 | 4.08 4.03 3.97 3.92 3.86 16.1000 | 3.81 3.76 3.71 3.66 3.62 16.3500 | 3.59 3.56 3.53 3.50 3.48 16.6000 | 3.45 3.43 3.41 3.39 3.37 16.8500 | 3.35 3.33 3.31 3.30 3.28 17.1000 | 3.26 3.24 3.22 3.20 3.18 17.3500 | 3.16 3.14 3.12 3.10 3.09 17.6000 | 3.07 3.05 3.03 3.01 2.99 17.8500 | 2.97 2.95 2.93 2.92 2.90 18.1000 | 2.88 2.86 2.84 2.82 2.80 18.3500 | 2.78 2.76 2.75 2.73 2.71 18.6000 | 2.69 2.67 2.65 2.63 2.61 18.8500 | 2.59 2.57 2.55 2.53 2.51 19.1000 | 2.50 2.48 2.46 2.44 2.42 19.3500 | 2.40 2.38 2.36 2.34 2.32 19.6000 | 2.30 2.28 2.26 2.24 2.22 19.8500 | 2.20 2.18 2.16 2.15 2.13 20.1000 | 2.11 2.09 2.07 2.06 2.05 20.3500 | 2.04 2.03 2.02 2.01 2.01 20.6000 | 2.00 2.00 1.99 1.99 1.98 20.8500 | 1.98 1.98 1.97 1.97 1.97 21.1000 | 1.96 1.96 1.95 1.95 1.95 21.3500 | 1.94 1.94 1.94 1.93 1.93 21.6000 | 1.92 1.92 1.92 1.91 1.91 21.8500 | 1.91 1.90 1.90 1.89 1.89 22.1000 | 1.89 1.88 1.88 1.88 1.87 22.3500 | 1.87 1.86 1.86 1.86 1.85 22.6000 | 1.85 1.85 1.84 1.84 1.83 22.8500 | 1.83 1.83 1.82 1.82 1.82 23.1000 | 1.81 1.81 1.80 1.80 1.80 23.3500 | 1.79 1.79 1.79 1.78 1.78 23.6000 | 1.77 1.77 1.77 1.76 1.76 23.8500 | 1.76 1.75 1.75 1.74 1.72 24.1000 | 1.67 1.54 1.34 1.10 .86 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.25 Name.... BASIN2 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.3500 | .64 .46 .33 .24 .17 24.6000 | .13 .09 .07 .05 .03 24.8500 | .02 .02 .01 .01 .01 25.1000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... ICPM Node Routing Summary Page 16.26 Name.... BASIN3A Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr ICPM POND ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = BASIN3A IN 15-Yr Outflow HYG file = BASIN3A OUT 15-Yr Pond Node Data = BASIN3A Pond Volume Data = BASIN3A Pond Outlet Data = Outlet 3 No Infiltration INITIAL CONDITIONS CALCULATION TOLERANCES ---------------------------------- ------------------------------- Starting WS Elev = 565.00 ft Target Convergence= .000 cfs +/- Starting Volume = 0 cu.ft Max. Iterations = 35 loops Starting Outflow = .00 cfs ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ---------------------------------- ICPM Ending Time = 35.0000 hrs ------------------------------- MAXIMUM STORAGE Tp, hrs Elev, ft Vol, cu.ft --------- --------- ---------- 12.5000 571.42 159232 FORWARD FLOW PEAKS REVERSE FLOW PEAKS Tp, hrs Qp, cfs Tp, hrs Qp, cfs --------- --------- --------- --------- Pond Inflow..... 12.1500 185.97 .0000 .00 Pond Outflow.... 12.4500 79.47 .0000 .00 TOTAL VOLUME IN TOTAL VOLUME OUT Vol, cu.ft Direction Vol, cu.ft Direction ------------ ------- ------------ ------- Pond Inflow..... 736751 Forward 0 Reverse Pond Outflow.... 0 Reverse 736788 Forward MASS BALANCE (cu.ft) ----------------------------- + Initial Vol..... 0 + Total Vol IN.... 736751 - Total Vol OUT... 736788 - Ending Pond Vol. 1 <-- (At 35.0000 hrs Elev.= 565.00 ft) ------------ Difference...... -38 cu.ft (.005% of Outflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... ICPM Node Routing Summary Page 16.27 Name.... BASIN3A Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr ICPM POND ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = BASIN3A IN 25-yr Outflow HYG file = BASIN3A OUT 25-yr Pond Node Data = BASIN3A Pond Volume Data = BASIN3A Pond Outlet Data = Outlet 3 No Infiltration INITIAL CONDITIONS CALCULATION TOLERANCES ---------------------------------- ------------------------------- Starting WS Elev = 565.00 ft Target Convergence= .000 cfs +/- Starting Volume = 0 cu.ft Max. Iterations = 35 loops Starting Outflow = .00 cfs ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ---------------------------------- ICPM Ending Time = 35.0000 hrs ------------------------------- MAXIMUM STORAGE Tp, hrs Elev, ft Vol, cu.ft --------- --------- ---------- 12.5000 572.13 196895 FORWARD FLOW PEAKS REVERSE FLOW PEAKS Tp, hrs Qp, cfs Tp, hrs Qp, cfs --------- --------- --------- --------- Pond Inflow..... 12.1500 216.84 .0000 .00 Pond Outflow.... 12.4000 89.69 .0000 .00 TOTAL VOLUME IN TOTAL VOLUME OUT Vol, cu.ft Direction Vol, cu.ft Direction ------------ ------- ------------ ------- Pond Inflow..... 856233 Forward 0 Reverse Pond Outflow.... 0 Reverse 856289 Forward MASS BALANCE (cu.ft) ----------------------------- + Initial Vol..... 0 + Total Vol IN.... 856233 - Total Vol OUT... 856289 - Ending Pond Vol. 1 <-- (At 35.0000 hrs Elev.= 565.00 ft) ------------ Difference...... -57 cu.ft (.007% of Outflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... ICPM Node Routing Summary Page 16.28 Name.... BASIN3A Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr ICPM POND ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = BASIN3A IN 100-yr Outflow HYG file = BASIN3A OUT 100-yr Pond Node Data = BASIN3A Pond Volume Data = BASIN3A Pond Outlet Data = Outlet 3 No Infiltration INITIAL CONDITIONS CALCULATION TOLERANCES ---------------------------------- ------------------------------- Starting WS Elev = 565.00 ft Target Convergence= .000 cfs +/- Starting Volume = 0 cu.ft Max. Iterations = 35 loops Starting Outflow = .00 cfs ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ---------------------------------- ICPM Ending Time = 35.0000 hrs ------------------------------- MAXIMUM STORAGE Tp, hrs Elev, ft Vol, cu.ft --------- --------- ---------- 12.5000 573.68 305391 FORWARD FLOW PEAKS REVERSE FLOW PEAKS Tp, hrs Qp, cfs Tp, hrs Qp, cfs --------- --------- --------- --------- Pond Inflow..... 12.1500 299.42 .0000 .00 Pond Outflow.... 12.4500 110.98 .0000 .00 TOTAL VOLUME IN TOTAL VOLUME OUT Vol, cu.ft Direction Vol, cu.ft Direction ------------ ------- ------------ ------- Pond Inflow..... 1179491 Forward 0 Reverse Pond Outflow.... 0 Reverse 1179557 Forward MASS BALANCE (cu.ft) ----------------------------- + Initial Vol..... 0 + Total Vol IN.... 1179491 - Total Vol OUT... 1179557 - Ending Pond Vol. 1 <-- (At 35.0000 hrs Elev.= 565.00 ft) ------------ Difference...... -66 cu.ft (.006% of Outflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... ICPM Node Routing Summary Page 16.29 Name.... BASIN3B Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr ICPM POND ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = BASIN3B IN 15-Yr Outflow HYG file = BASIN3B OUT 15-Yr Pond Node Data = BASIN3B Pond Volume Data = BASIN3B Pond Outlet Data = Outlet 4 No Infiltration INITIAL CONDITIONS CALCULATION TOLERANCES ---------------------------------- ------------------------------- Starting WS Elev = 563.50 ft Target Convergence= .000 cfs +/- Starting Volume = 0 cu.ft Max. Iterations = 35 loops Starting Outflow = .00 cfs ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ---------------------------------- ICPM Ending Time = 35.0000 hrs ------------------------------- MAXIMUM STORAGE Tp, hrs Elev, ft Vol, cu.ft --------- --------- ---------- 12.6000 568.17 29676 FORWARD FLOW PEAKS REVERSE FLOW PEAKS Tp, hrs Qp, cfs Tp, hrs Qp, cfs --------- --------- --------- --------- Pond Inflow..... 12.4000 80.46 .0000 .00 Pond Outflow.... 12.6000 77.35 .0000 .00 TOTAL VOLUME IN TOTAL VOLUME OUT Vol, cu.ft Direction Vol, cu.ft Direction ------------ ------- ------------ ------- Pond Inflow..... 747895 Forward 0 Reverse Pond Outflow.... 0 Reverse 747909 Forward MASS BALANCE (cu.ft) ----------------------------- + Initial Vol..... 0 + Total Vol IN.... 747895 - Total Vol OUT... 747909 - Ending Pond Vol. 1 <-- (At 35.0000 hrs Elev.= 563.50 ft) ------------ Difference...... -15 cu.ft (.002% of Outflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... ICPM Node Routing Summary Page 16.30 Name.... BASIN3B Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr ICPM POND ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = BASIN3B IN 25-yr Outflow HYG file = BASIN3B OUT 25-yr Pond Node Data = BASIN3B Pond Volume Data = BASIN3B Pond Outlet Data = Outlet 4 No Infiltration INITIAL CONDITIONS CALCULATION TOLERANCES ---------------------------------- ------------------------------- Starting WS Elev = 563.50 ft Target Convergence= .000 cfs +/- Starting Volume = 0 cu.ft Max. Iterations = 35 loops Starting Outflow = .00 cfs ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ---------------------------------- ICPM Ending Time = 35.0000 hrs ------------------------------- MAXIMUM STORAGE Tp, hrs Elev, ft Vol, cu.ft --------- --------- ---------- 12.6500 568.52 34204 FORWARD FLOW PEAKS REVERSE FLOW PEAKS Tp, hrs Qp, cfs Tp, hrs Qp, cfs --------- --------- --------- --------- Pond Inflow..... 12.4000 90.87 .0000 .00 Pond Outflow.... 12.6500 86.46 .0000 .00 TOTAL VOLUME IN TOTAL VOLUME OUT Vol, cu.ft Direction Vol, cu.ft Direction ------------ ------- ------------ ------- Pond Inflow..... 869344 Forward 0 Reverse Pond Outflow.... 0 Reverse 869357 Forward MASS BALANCE (cu.ft) ----------------------------- + Initial Vol..... 0 + Total Vol IN.... 869344 - Total Vol OUT... 869357 - Ending Pond Vol. 1 <-- (At 35.0000 hrs Elev.= 563.50 ft) ------------ Difference...... -13 cu.ft (.002% of Outflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... ICPM Node Routing Summary Page 16.31 Name.... BASIN3B Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr ICPM POND ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = BASIN3B IN 100-yr Outflow HYG file = BASIN3B OUT 100-yr Pond Node Data = BASIN3B Pond Volume Data = BASIN3B Pond Outlet Data = Outlet 4 No Infiltration INITIAL CONDITIONS CALCULATION TOLERANCES ---------------------------------- ------------------------------- Starting WS Elev = 563.50 ft Target Convergence= .000 cfs +/- Starting Volume = 0 cu.ft Max. Iterations = 35 loops Starting Outflow = .00 cfs ICPM Time Step = .0500 hrs Output Time Step = .0500 hrs ---------------------------------- ICPM Ending Time = 35.0000 hrs ------------------------------- MAXIMUM STORAGE Tp, hrs Elev, ft Vol, cu.ft --------- --------- ---------- 12.6500 569.20 42704 FORWARD FLOW PEAKS REVERSE FLOW PEAKS Tp, hrs Qp, cfs Tp, hrs Qp, cfs --------- --------- --------- --------- Pond Inflow..... 12.4000 112.37 .0000 .00 Pond Outflow.... 12.6500 109.60 .0000 .00 TOTAL VOLUME IN TOTAL VOLUME OUT Vol, cu.ft Direction Vol, cu.ft Direction ------------ ------- ------------ ------- Pond Inflow..... 1197944 Forward 0 Reverse Pond Outflow.... 0 Reverse 1197965 Forward MASS BALANCE (cu.ft) ----------------------------- + Initial Vol..... 0 + Total Vol IN.... 1197944 - Total Vol OUT... 1197965 - Ending Pond Vol. 1 <-- (At 35.0000 hrs Elev.= 563.50 ft) ------------ Difference...... -22 cu.ft (.002% of Outflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.32 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN4 IN 15-Yr Outflow HYG file = NONE STORED - BASIN4 OUT 15-Yr Pond Node Data = BASIN4 Pond Volume Data = BASIN4 Pond Outlet Data = Outlet 5 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 579.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 579.00 .00 0 5 .00 .00 .00 579.10 .02 2 38 .00 .02 .05 579.20 .10 9 103 .00 .10 .19 579.30 .21 23 198 .00 .21 .47 579.40 .37 49 324 .00 .37 .92 579.50 .56 89 482 .00 .56 1.55 579.60 .78 147 671 .00 .78 2.41 579.70 1.03 225 891 .00 1.03 3.52 579.80 1.30 326 1142 .00 1.30 4.92 579.90 1.59 454 1424 .00 1.59 6.63 580.00 1.90 612 1737 .00 1.90 8.69 580.10 2.21 792 1865 .00 2.21 11.01 580.20 2.52 985 1997 .00 2.52 13.47 580.30 2.84 1191 2134 .00 2.84 16.08 580.40 3.15 1412 2275 .00 3.15 18.84 580.50 3.46 1646 2421 .00 3.46 21.75 580.60 3.82 1896 2571 .00 3.82 24.88 580.70 4.11 2161 2726 .00 4.11 28.12 580.80 4.36 2441 2885 .00 4.36 31.48 580.90 4.59 2738 3049 .00 4.59 35.01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.33 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN4 IN 15-Yr Outflow HYG file = NONE STORED - BASIN4 OUT 15-Yr Pond Node Data = BASIN4 Pond Volume Data = BASIN4 Pond Outlet Data = Outlet 5 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 579.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 581.00 4.76 3051 3218 .00 4.76 38.66 581.10 4.94 3382 3391 .00 4.94 42.52 581.20 5.13 3730 3568 .00 5.13 46.57 581.30 5.31 4095 3750 .00 5.31 50.81 581.40 5.49 4480 3937 .00 5.49 55.26 581.50 5.65 4883 4128 .00 5.65 59.90 581.60 5.82 5305 4323 .00 5.82 64.77 581.70 5.99 5748 4523 .00 5.99 69.85 581.80 6.15 6210 4728 .00 6.15 75.15 581.90 6.30 6694 4937 .00 6.30 80.68 582.00 6.45 7198 5151 .00 6.45 86.43 582.10 6.60 7722 5329 .00 6.60 92.40 582.20 6.75 8264 5511 .00 6.75 98.57 582.30 6.89 8824 5695 .00 6.89 104.94 582.40 7.03 9403 5883 .00 7.03 111.51 582.50 7.17 10001 6073 .00 7.17 118.29 582.60 7.31 10617 6266 .00 7.31 125.28 582.70 7.44 11254 6463 .00 7.44 132.49 582.80 7.57 11910 6663 .00 7.57 139.91 582.90 7.70 12587 6865 .00 7.70 147.56 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.34 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN4 IN 15-Yr Outflow HYG file = NONE STORED - BASIN4 OUT 15-Yr Pond Node Data = BASIN4 Pond Volume Data = BASIN4 Pond Outlet Data = Outlet 5 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 579.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 583.00 7.83 13283 7071 .00 7.83 155.42 583.10 7.95 14001 7279 .00 7.95 163.51 583.20 8.07 14740 7491 .00 8.07 171.85 583.30 8.19 15499 7706 .00 8.19 180.41 583.40 8.31 16281 7924 .00 8.31 189.21 583.50 8.43 17084 8144 .00 8.43 198.25 583.60 8.55 17910 8368 .00 8.55 207.54 583.70 8.66 18758 8595 .00 8.66 217.08 583.80 8.77 19629 8825 .00 8.77 226.87 583.90 8.88 20523 9058 .00 8.88 236.92 584.00 8.99 21441 9294 .00 8.99 247.22 584.10 9.10 22381 9525 .00 9.10 257.78 584.20 9.21 23346 9760 .00 9.21 268.61 584.30 9.32 24333 9997 .00 9.32 279.69 584.40 9.42 25346 10237 .00 9.42 291.04 584.50 9.53 26381 10480 .00 9.53 302.65 584.60 9.63 27441 10726 .00 9.63 314.53 584.70 9.73 28527 10975 .00 9.73 326.69 584.80 9.83 29636 11226 .00 9.83 339.12 584.90 9.93 30772 11480 .00 9.93 351.84 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.35 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN4 IN 15-Yr Outflow HYG file = NONE STORED - BASIN4 OUT 15-Yr Pond Node Data = BASIN4 Pond Volume Data = BASIN4 Pond Outlet Data = Outlet 5 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 579.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 585.00 10.03 31933 11738 .00 10.03 364.84 585.10 10.13 33119 11998 .00 10.13 378.12 585.20 10.23 34332 12260 .00 10.23 391.70 585.30 10.32 35571 12526 .00 10.32 405.56 585.40 10.42 36838 12795 .00 10.42 419.73 585.50 10.51 38131 13066 .00 10.51 434.18 585.60 10.60 39451 13340 .00 10.60 448.94 585.70 10.70 40799 13618 .00 10.70 464.02 585.80 10.79 42174 13897 .00 10.79 479.39 585.90 10.88 43579 14180 .00 10.88 495.09 586.00 10.97 45011 14466 .00 10.97 511.09 586.10 11.16 46470 14732 .00 11.16 527.49 586.20 11.34 47957 15000 .00 11.34 544.19 586.30 11.47 49470 15270 .00 11.47 561.14 586.40 11.59 51012 15543 .00 11.59 578.38 586.50 11.71 52579 15818 .00 11.71 595.92 586.60 11.82 54175 16096 .00 11.82 613.76 586.70 11.93 55799 16376 .00 11.93 631.92 586.80 12.04 57450 16659 .00 12.04 650.38 586.90 12.15 59131 16944 .00 12.15 669.16 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.36 Name.... BASIN4 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN4 IN 15-Yr Outflow HYG file = NONE STORED - BASIN4 OUT 15-Yr Pond Node Data = BASIN4 Pond Volume Data = BASIN4 Pond Outlet Data = Outlet 5 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 579.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 587.00 12.26 60839 17231 .00 12.26 688.25 587.10 12.36 62576 17521 .00 12.36 707.65 587.20 12.46 64344 17813 .00 12.46 727.39 587.30 12.56 66139 18108 .00 12.56 747.44 587.40 12.66 67965 18405 .00 12.66 767.83 587.50 12.76 69820 18704 .00 12.76 788.54 587.60 12.86 71706 19006 .00 12.86 809.58 587.70 12.95 73622 19311 .00 12.95 830.98 587.80 13.05 75568 19617 .00 13.05 852.69 587.90 13.14 77546 19927 .00 13.14 874.76 588.00 13.23 79554 20238 .00 13.23 897.16 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.37 Name.... BASIN4 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN4 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 80 BASIN4 BASIN4 15-Yr ========================================================================== INFLOWS TO: BASIN4 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN4 15-Yr 90257 12.1500 23.54 TOTAL FLOW INTO: BASIN4 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN4 IN 15-Yr 90257 12.1500 23.54 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.38 Name.... BASIN4 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN4 IN HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 23.54 cfs Time to Peak = 12.1500 hrs HYG Volume = 90257 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | .00 .00 .00 .01 .01 9.2000 | .01 .02 .02 .03 .04 9.4500 | .04 .05 .06 .06 .07 9.7000 | .08 .09 .10 .11 .12 9.9500 | .13 .14 .15 .16 .17 10.2000 | .19 .20 .22 .23 .25 10.4500 | .27 .29 .31 .33 .35 10.7000 | .38 .40 .43 .46 .50 10.9500 | .53 .57 .61 .65 .70 11.2000 | .75 .81 .88 .95 1.03 11.4500 | 1.12 1.22 1.35 1.54 1.89 11.7000 | 2.47 3.43 4.86 6.99 9.92 11.9500 | 13.62 17.62 21.08 23.20 23.54 12.2000 | 22.19 19.70 16.81 14.06 11.81 12.4500 | 10.06 8.68 7.55 6.62 5.85 12.7000 | 5.22 4.69 4.27 3.93 3.65 12.9500 | 3.42 3.22 3.05 2.90 2.76 13.2000 | 2.64 2.54 2.45 2.38 2.31 13.4500 | 2.25 2.19 2.13 2.07 2.02 13.7000 | 1.97 1.92 1.87 1.83 1.79 13.9500 | 1.75 1.71 1.67 1.63 1.60 14.2000 | 1.56 1.53 1.51 1.48 1.46 14.4500 | 1.44 1.43 1.41 1.40 1.38 14.7000 | 1.37 1.35 1.34 1.33 1.31 14.9500 | 1.30 1.29 1.27 1.26 1.25 15.2000 | 1.23 1.22 1.21 1.20 1.18 15.4500 | 1.17 1.16 1.14 1.13 1.12 15.7000 | 1.10 1.09 1.07 1.06 1.05 15.9500 | 1.03 1.02 1.01 .99 .98 16.2000 | .97 .96 .95 .94 .93 16.4500 | .93 .92 .92 .91 .90 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.39 Name.... BASIN4 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.7000 | .90 .89 .89 .88 .88 16.9500 | .88 .87 .87 .86 .86 17.2000 | .85 .85 .84 .84 .83 17.4500 | .83 .82 .82 .81 .81 17.7000 | .80 .80 .79 .79 .78 17.9500 | .78 .77 .77 .76 .76 18.2000 | .76 .75 .75 .74 .74 18.4500 | .73 .73 .72 .72 .71 18.7000 | .71 .70 .70 .69 .69 18.9500 | .68 .68 .67 .67 .66 19.2000 | .66 .65 .65 .64 .64 19.4500 | .63 .63 .62 .62 .61 19.7000 | .61 .60 .60 .59 .59 19.9500 | .58 .58 .57 .57 .56 20.2000 | .56 .55 .55 .55 .55 20.4500 | .54 .54 .54 .54 .54 20.7000 | .54 .54 .53 .53 .53 20.9500 | .53 .53 .53 .53 .53 21.2000 | .53 .53 .53 .52 .52 21.4500 | .52 .52 .52 .52 .52 21.7000 | .52 .52 .52 .51 .51 21.9500 | .51 .51 .51 .51 .51 22.2000 | .51 .51 .51 .51 .50 22.4500 | .50 .50 .50 .50 .50 22.7000 | .50 .50 .50 .50 .49 22.9500 | .49 .49 .49 .49 .49 23.2000 | .49 .49 .49 .49 .49 23.4500 | .48 .48 .48 .48 .48 23.7000 | .48 .48 .48 .48 .48 23.9500 | .47 .47 .47 .44 .40 24.2000 | .35 .28 .22 .17 .12 24.4500 | .09 .07 .05 .04 .03 24.7000 | .02 .01 .01 .01 .01 24.9500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.40 Name.... BASIN4 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN4 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 80 BASIN4 BASIN4 25-yr ========================================================================== INFLOWS TO: BASIN4 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN4 25-yr 105180 12.1500 27.51 TOTAL FLOW INTO: BASIN4 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN4 IN 25-yr 105180 12.1500 27.51 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.41 Name.... BASIN4 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN4 IN HYG Tag = 25-yr ----------------------------------- Peak Discharge = 27.51 cfs Time to Peak = 12.1500 hrs HYG Volume = 105180 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.5500 | .00 .00 .00 .01 .01 8.8000 | .02 .02 .03 .03 .04 9.0500 | .05 .06 .07 .07 .08 9.3000 | .09 .10 .11 .12 .13 9.5500 | .13 .14 .15 .16 .17 9.8000 | .18 .19 .20 .22 .23 10.0500 | .25 .26 .28 .29 .31 10.3000 | .33 .35 .37 .40 .42 10.5500 | .45 .47 .50 .53 .57 10.8000 | .60 .64 .68 .72 .77 11.0500 | .82 .87 .93 .99 1.06 11.3000 | 1.14 1.23 1.33 1.44 1.56 11.5500 | 1.72 1.95 2.38 3.09 4.24 11.8000 | 5.96 8.48 11.94 16.25 20.86 12.0500 | 24.83 27.21 27.51 25.87 22.91 12.3000 | 19.51 16.30 13.67 11.63 10.02 12.5500 | 8.71 7.62 6.73 5.99 5.39 12.8000 | 4.90 4.50 4.18 3.91 3.68 13.0500 | 3.49 3.31 3.15 3.02 2.90 13.3000 | 2.80 2.71 2.63 2.56 2.49 13.5500 | 2.42 2.36 2.30 2.24 2.19 13.8000 | 2.13 2.08 2.04 1.99 1.94 14.0500 | 1.90 1.85 1.81 1.78 1.74 14.3000 | 1.71 1.69 1.66 1.64 1.62 14.5500 | 1.60 1.59 1.57 1.55 1.54 14.8000 | 1.52 1.51 1.49 1.48 1.46 15.0500 | 1.45 1.43 1.42 1.40 1.39 15.3000 | 1.37 1.36 1.34 1.33 1.31 15.5500 | 1.30 1.28 1.27 1.25 1.23 15.8000 | 1.22 1.20 1.19 1.17 1.16 16.0500 | 1.14 1.13 1.11 1.10 1.09 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.42 Name.... BASIN4 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.3000 | 1.08 1.07 1.06 1.05 1.04 16.5500 | 1.04 1.03 1.03 1.02 1.01 16.8000 | 1.01 1.00 1.00 .99 .99 17.0500 | .98 .97 .97 .96 .96 17.3000 | .95 .95 .94 .94 .93 17.5500 | .93 .92 .92 .91 .90 17.8000 | .90 .89 .89 .88 .88 18.0500 | .87 .87 .86 .85 .85 18.3000 | .84 .84 .83 .83 .82 18.5500 | .82 .81 .80 .80 .79 18.8000 | .79 .78 .78 .77 .76 19.0500 | .76 .75 .75 .74 .74 19.3000 | .73 .72 .72 .71 .71 19.5500 | .70 .70 .69 .69 .68 19.8000 | .67 .67 .66 .66 .65 20.0500 | .64 .64 .63 .63 .63 20.3000 | .62 .62 .62 .61 .61 20.5500 | .61 .61 .61 .61 .61 20.8000 | .60 .60 .60 .60 .60 21.0500 | .60 .60 .60 .60 .59 21.3000 | .59 .59 .59 .59 .59 21.5500 | .59 .59 .59 .58 .58 21.8000 | .58 .58 .58 .58 .58 22.0500 | .58 .58 .57 .57 .57 22.3000 | .57 .57 .57 .57 .57 22.5500 | .57 .57 .56 .56 .56 22.8000 | .56 .56 .56 .56 .56 23.0500 | .56 .55 .55 .55 .55 23.3000 | .55 .55 .55 .55 .55 23.5500 | .54 .54 .54 .54 .54 23.8000 | .54 .54 .54 .54 .53 24.0500 | .52 .50 .46 .39 .32 24.3000 | .25 .19 .14 .10 .07 24.5500 | .05 .04 .03 .02 .02 24.8000 | .01 .01 .01 .00 .00 25.0500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.43 Name.... BASIN4 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN4 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 80 BASIN4 BASIN4 100-yr ========================================================================== INFLOWS TO: BASIN4 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN4 100-yr 145662 12.1500 38.16 TOTAL FLOW INTO: BASIN4 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN4 IN 100-yr 145662 12.1500 38.16 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.44 Name.... BASIN4 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN4 IN HYG Tag = 100-yr ----------------------------------- Peak Discharge = 38.16 cfs Time to Peak = 12.1500 hrs HYG Volume = 145662 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.4500 | .00 .00 .00 .01 .01 7.7000 | .01 .02 .02 .03 .03 7.9500 | .04 .04 .05 .06 .06 8.2000 | .07 .08 .08 .09 .10 8.4500 | .11 .12 .13 .14 .15 8.7000 | .16 .17 .18 .19 .20 8.9500 | .22 .23 .24 .26 .27 9.2000 | .29 .30 .31 .32 .34 9.4500 | .35 .36 .37 .38 .39 9.7000 | .41 .42 .44 .46 .48 9.9500 | .50 .52 .54 .56 .59 10.2000 | .62 .65 .68 .71 .74 10.4500 | .78 .82 .86 .90 .94 10.7000 | .99 1.04 1.09 1.15 1.21 10.9500 | 1.28 1.35 1.42 1.50 1.59 11.2000 | 1.68 1.79 1.92 2.05 2.20 11.4500 | 2.36 2.54 2.77 3.12 3.76 11.7000 | 4.81 6.52 9.01 12.61 17.46 11.9500 | 23.41 29.67 34.94 37.98 38.16 12.2000 | 35.71 31.49 26.73 22.26 18.62 12.4500 | 15.79 13.57 11.76 10.27 9.04 12.7000 | 8.04 7.21 6.55 6.01 5.57 12.9500 | 5.20 4.90 4.63 4.39 4.18 13.2000 | 3.99 3.84 3.70 3.58 3.48 13.4500 | 3.38 3.29 3.20 3.12 3.03 13.7000 | 2.96 2.88 2.81 2.75 2.68 13.9500 | 2.62 2.56 2.50 2.44 2.39 14.2000 | 2.34 2.29 2.25 2.22 2.18 14.4500 | 2.16 2.13 2.11 2.08 2.06 14.7000 | 2.04 2.02 2.00 1.98 1.96 14.9500 | 1.94 1.92 1.90 1.88 1.86 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.45 Name.... BASIN4 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.2000 | 1.84 1.82 1.80 1.78 1.76 15.4500 | 1.74 1.72 1.70 1.68 1.66 15.7000 | 1.64 1.62 1.60 1.58 1.56 15.9500 | 1.53 1.51 1.49 1.47 1.46 16.2000 | 1.44 1.42 1.41 1.39 1.38 16.4500 | 1.37 1.36 1.36 1.35 1.34 16.7000 | 1.33 1.32 1.32 1.31 1.30 16.9500 | 1.29 1.29 1.28 1.27 1.27 17.2000 | 1.26 1.25 1.24 1.24 1.23 17.4500 | 1.22 1.21 1.21 1.20 1.19 17.7000 | 1.19 1.18 1.17 1.16 1.16 17.9500 | 1.15 1.14 1.13 1.13 1.12 18.2000 | 1.11 1.11 1.10 1.09 1.08 18.4500 | 1.08 1.07 1.06 1.05 1.05 18.7000 | 1.04 1.03 1.02 1.02 1.01 18.9500 | 1.00 1.00 .99 .98 .97 19.2000 | .97 .96 .95 .94 .94 19.4500 | .93 .92 .91 .91 .90 19.7000 | .89 .88 .88 .87 .86 19.9500 | .85 .85 .84 .83 .82 20.2000 | .82 .81 .81 .80 .80 20.4500 | .80 .80 .79 .79 .79 20.7000 | .79 .79 .78 .78 .78 20.9500 | .78 .78 .78 .78 .77 21.2000 | .77 .77 .77 .77 .77 21.4500 | .77 .76 .76 .76 .76 21.7000 | .76 .76 .76 .75 .75 21.9500 | .75 .75 .75 .75 .75 22.2000 | .74 .74 .74 .74 .74 22.4500 | .74 .74 .73 .73 .73 22.7000 | .73 .73 .73 .73 .72 22.9500 | .72 .72 .72 .72 .72 23.2000 | .72 .71 .71 .71 .71 23.4500 | .71 .71 .71 .70 .70 23.7000 | .70 .70 .70 .70 .69 23.9500 | .69 .69 .68 .65 .59 24.2000 | .51 .41 .32 .24 .18 24.4500 | .13 .10 .07 .05 .04 24.7000 | .03 .02 .01 .01 .01 24.9500 | .01 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.46 Name.... BASIN4 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN4 IN 15-Yr Outflow HYG file = NONE STORED - BASIN4 OUT 15-Yr Pond Node Data = BASIN4 Pond Volume Data = BASIN4 Pond Outlet Data = Outlet 5 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 579.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 23.54 cfs at 12.1500 hrs Peak Outflow = 9.10 cfs at 12.5000 hrs ----------------------------------------------------- Peak Elevation = 584.09 ft Peak Storage = 22315 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 90257 - Infiltration = 0 - HYG Vol OUT = 90257 - Retained Vol = 0 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.47 Name.... BASIN4 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN4 OUT HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 9.10 cfs Time to Peak = 12.5000 hrs HYG Volume = 90257 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | .00 .00 .00 .00 .01 9.2000 | .01 .02 .02 .03 .03 9.4500 | .04 .05 .05 .06 .07 9.7000 | .08 .08 .09 .10 .11 9.9500 | .12 .13 .14 .15 .16 10.2000 | .18 .19 .21 .22 .23 10.4500 | .25 .27 .29 .31 .33 10.7000 | .35 .38 .40 .43 .46 10.9500 | .49 .52 .56 .60 .64 11.2000 | .68 .73 .79 .84 .91 11.4500 | .98 1.06 1.15 1.26 1.42 11.7000 | 1.67 2.04 2.58 3.34 4.31 11.9500 | 5.09 5.89 6.64 7.30 7.85 12.2000 | 8.28 8.60 8.83 8.97 9.05 12.4500 | 9.09 9.10 9.08 9.03 8.98 12.7000 | 8.90 8.82 8.72 8.61 8.49 12.9500 | 8.37 8.23 8.09 7.94 7.78 13.2000 | 7.61 7.44 7.25 7.06 6.86 13.4500 | 6.65 6.43 6.19 5.95 5.68 13.7000 | 5.41 5.13 4.83 4.53 4.15 13.9500 | 3.71 3.27 2.92 2.62 2.37 14.2000 | 2.16 2.00 1.86 1.75 1.67 14.4500 | 1.60 1.55 1.50 1.47 1.44 14.7000 | 1.42 1.40 1.38 1.37 1.35 14.9500 | 1.34 1.32 1.31 1.29 1.28 15.2000 | 1.26 1.25 1.24 1.22 1.21 15.4500 | 1.20 1.18 1.17 1.16 1.14 15.7000 | 1.13 1.12 1.10 1.09 1.08 15.9500 | 1.06 1.05 1.04 1.02 1.01 16.2000 | .99 .98 .97 .96 .95 16.4500 | .94 .93 .93 .92 .91 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.48 Name.... BASIN4 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.7000 | .91 .90 .90 .89 .89 16.9500 | .88 .88 .87 .87 .86 17.2000 | .86 .85 .85 .85 .84 17.4500 | .84 .83 .83 .82 .82 17.7000 | .81 .81 .80 .80 .79 17.9500 | .79 .78 .78 .77 .77 18.2000 | .76 .76 .75 .75 .74 18.4500 | .74 .73 .73 .72 .72 18.7000 | .71 .71 .70 .70 .69 18.9500 | .69 .68 .68 .67 .67 19.2000 | .66 .66 .65 .65 .64 19.4500 | .64 .63 .63 .62 .62 19.7000 | .61 .61 .60 .60 .59 19.9500 | .59 .58 .58 .57 .57 20.2000 | .56 .56 .56 .55 .55 20.4500 | .55 .54 .54 .54 .54 20.7000 | .54 .54 .54 .53 .53 20.9500 | .53 .53 .53 .53 .53 21.2000 | .53 .53 .53 .53 .52 21.4500 | .52 .52 .52 .52 .52 21.7000 | .52 .52 .52 .52 .52 21.9500 | .51 .51 .51 .51 .51 22.2000 | .51 .51 .51 .51 .51 22.4500 | .50 .50 .50 .50 .50 22.7000 | .50 .50 .50 .50 .50 22.9500 | .50 .49 .49 .49 .49 23.2000 | .49 .49 .49 .49 .49 23.4500 | .49 .48 .48 .48 .48 23.7000 | .48 .48 .48 .48 .48 23.9500 | .48 .47 .47 .46 .44 24.2000 | .40 .35 .28 .22 .16 24.4500 | .11 .08 .06 .04 .03 24.7000 | .02 .02 .01 .01 .01 24.9500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.49 Name.... BASIN4 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN4 IN 25-yr Outflow HYG file = NONE STORED - BASIN4 OUT 25-yr Pond Node Data = BASIN4 Pond Volume Data = BASIN4 Pond Outlet Data = Outlet 5 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 579.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 27.51 cfs at 12.1500 hrs Peak Outflow = 9.69 cfs at 12.5000 hrs ----------------------------------------------------- Peak Elevation = 584.66 ft Peak Storage = 28083 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 105180 - Infiltration = 0 - HYG Vol OUT = 105179 - Retained Vol = 0 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.50 Name.... BASIN4 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN4 OUT HYG Tag = 25-yr ----------------------------------- Peak Discharge = 9.69 cfs Time to Peak = 12.5000 hrs HYG Volume = 105179 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.5500 | .00 .00 .00 .01 .01 8.8000 | .01 .02 .02 .03 .04 9.0500 | .05 .05 .06 .07 .08 9.3000 | .09 .10 .10 .11 .12 9.5500 | .13 .14 .15 .15 .16 9.8000 | .17 .18 .20 .21 .22 10.0500 | .23 .25 .26 .28 .30 10.3000 | .31 .33 .35 .38 .40 10.5500 | .42 .44 .47 .50 .53 10.8000 | .56 .59 .63 .66 .71 11.0500 | .75 .79 .84 .89 .95 11.3000 | 1.02 1.09 1.16 1.25 1.34 11.5500 | 1.44 1.58 1.75 2.03 2.46 11.8000 | 3.09 3.96 4.78 5.57 6.38 12.0500 | 7.13 7.81 8.37 8.81 9.14 12.3000 | 9.37 9.53 9.62 9.67 9.69 12.5500 | 9.68 9.66 9.62 9.56 9.49 12.8000 | 9.42 9.33 9.23 9.13 9.02 13.0500 | 8.90 8.78 8.66 8.52 8.38 13.3000 | 8.23 8.08 7.92 7.75 7.58 13.5500 | 7.40 7.21 7.01 6.80 6.59 13.8000 | 6.36 6.13 5.87 5.60 5.33 14.0500 | 5.03 4.74 4.42 4.02 3.56 14.3000 | 3.17 2.84 2.55 2.32 2.14 14.5500 | 2.00 1.89 1.80 1.73 1.67 14.8000 | 1.63 1.59 1.56 1.54 1.51 15.0500 | 1.49 1.47 1.46 1.44 1.43 15.3000 | 1.41 1.39 1.38 1.36 1.35 15.5500 | 1.33 1.32 1.30 1.29 1.27 15.8000 | 1.25 1.24 1.22 1.21 1.19 16.0500 | 1.17 1.16 1.14 1.13 1.12 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.51 Name.... BASIN4 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.3000 | 1.10 1.09 1.08 1.07 1.06 16.5500 | 1.05 1.05 1.04 1.03 1.03 16.8000 | 1.02 1.01 1.01 1.00 1.00 17.0500 | .99 .98 .98 .97 .97 17.3000 | .96 .96 .95 .95 .94 17.5500 | .94 .93 .92 .92 .91 17.8000 | .91 .90 .90 .89 .89 18.0500 | .88 .87 .87 .86 .86 18.3000 | .85 .85 .84 .84 .83 18.5500 | .82 .82 .81 .81 .80 18.8000 | .80 .79 .79 .78 .77 19.0500 | .77 .76 .76 .75 .74 19.3000 | .74 .73 .73 .72 .72 19.5500 | .71 .70 .70 .69 .69 19.8000 | .68 .68 .67 .66 .66 20.0500 | .65 .65 .64 .64 .63 20.3000 | .63 .62 .62 .62 .62 20.5500 | .61 .61 .61 .61 .61 20.8000 | .61 .60 .60 .60 .60 21.0500 | .60 .60 .60 .60 .60 21.3000 | .59 .59 .59 .59 .59 21.5500 | .59 .59 .59 .59 .58 21.8000 | .58 .58 .58 .58 .58 22.0500 | .58 .58 .58 .58 .57 22.3000 | .57 .57 .57 .57 .57 22.5500 | .57 .57 .57 .56 .56 22.8000 | .56 .56 .56 .56 .56 23.0500 | .56 .56 .55 .55 .55 23.3000 | .55 .55 .55 .55 .55 23.5500 | .55 .54 .54 .54 .54 23.8000 | .54 .54 .54 .54 .54 24.0500 | .53 .52 .50 .45 .40 24.3000 | .32 .25 .18 .13 .09 24.5500 | .06 .05 .03 .03 .02 24.8000 | .01 .01 .01 .01 .00 25.0500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.52 Name.... BASIN4 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN4 IN 100-yr Outflow HYG file = NONE STORED - BASIN4 OUT 100-yr Pond Node Data = BASIN4 Pond Volume Data = BASIN4 Pond Outlet Data = Outlet 5 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 579.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 38.16 cfs at 12.1500 hrs Peak Outflow = 10.96 cfs at 12.5500 hrs ----------------------------------------------------- Peak Elevation = 585.99 ft Peak Storage = 44831 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 145662 - Infiltration = 0 - HYG Vol OUT = 145662 - Retained Vol = 0 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.53 Name.... BASIN4 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN4 OUT HYG Tag = 100-yr ----------------------------------- Peak Discharge = 10.96 cfs Time to Peak = 12.5500 hrs HYG Volume = 145662 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.4500 | .00 .00 .00 .00 .01 7.7000 | .01 .01 .02 .02 .03 7.9500 | .03 .04 .05 .05 .06 8.2000 | .07 .07 .08 .09 .09 8.4500 | .10 .11 .12 .13 .14 8.7000 | .15 .16 .17 .18 .20 8.9500 | .21 .22 .23 .25 .26 9.2000 | .27 .29 .30 .31 .33 9.4500 | .34 .35 .36 .37 .38 9.7000 | .39 .41 .42 .44 .45 9.9500 | .47 .49 .51 .54 .56 10.2000 | .58 .61 .64 .67 .70 10.4500 | .73 .77 .80 .83 .87 10.7000 | .91 .96 1.01 1.06 1.10 10.9500 | 1.16 1.22 1.28 1.35 1.41 11.2000 | 1.49 1.57 1.66 1.76 1.87 11.4500 | 1.98 2.11 2.26 2.43 2.68 11.7000 | 3.05 3.62 4.36 5.03 5.81 11.9500 | 6.63 7.46 8.23 8.91 9.49 12.2000 | 9.94 10.28 10.53 10.71 10.82 12.4500 | 10.90 10.94 10.96 10.96 10.94 12.7000 | 10.92 10.88 10.83 10.78 10.72 12.9500 | 10.66 10.59 10.51 10.43 10.35 13.2000 | 10.27 10.18 10.08 9.99 9.89 13.4500 | 9.79 9.68 9.57 9.46 9.34 13.7000 | 9.22 9.09 8.96 8.83 8.69 13.9500 | 8.55 8.40 8.24 8.08 7.91 14.2000 | 7.74 7.56 7.37 7.17 6.96 14.4500 | 6.75 6.53 6.30 6.06 5.80 14.7000 | 5.54 5.26 4.98 4.69 4.38 14.9500 | 4.00 3.58 3.22 2.92 2.67 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.54 Name.... BASIN4 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.2000 | 2.47 2.31 2.18 2.07 1.99 15.4500 | 1.92 1.87 1.82 1.78 1.75 15.7000 | 1.72 1.69 1.66 1.64 1.62 15.9500 | 1.60 1.57 1.55 1.53 1.51 16.2000 | 1.49 1.47 1.45 1.43 1.42 16.4500 | 1.40 1.39 1.38 1.37 1.36 16.7000 | 1.35 1.34 1.34 1.33 1.32 16.9500 | 1.31 1.31 1.30 1.29 1.28 17.2000 | 1.27 1.27 1.26 1.25 1.24 17.4500 | 1.24 1.23 1.22 1.22 1.21 17.7000 | 1.20 1.19 1.19 1.18 1.17 17.9500 | 1.16 1.16 1.15 1.14 1.14 18.2000 | 1.13 1.12 1.11 1.11 1.10 18.4500 | 1.09 1.08 1.08 1.07 1.06 18.7000 | 1.05 1.05 1.04 1.03 1.03 18.9500 | 1.02 1.01 1.00 .99 .99 19.2000 | .98 .97 .96 .96 .95 19.4500 | .94 .93 .93 .92 .91 19.7000 | .90 .90 .89 .88 .87 19.9500 | .87 .86 .85 .84 .84 20.2000 | .83 .82 .82 .81 .81 20.4500 | .80 .80 .80 .80 .79 20.7000 | .79 .79 .79 .79 .78 20.9500 | .78 .78 .78 .78 .78 21.2000 | .78 .77 .77 .77 .77 21.4500 | .77 .77 .76 .76 .76 21.7000 | .76 .76 .76 .76 .75 21.9500 | .75 .75 .75 .75 .75 22.2000 | .75 .74 .74 .74 .74 22.4500 | .74 .74 .74 .73 .73 22.7000 | .73 .73 .73 .73 .73 22.9500 | .72 .72 .72 .72 .72 23.2000 | .72 .72 .71 .71 .71 23.4500 | .71 .71 .71 .71 .70 23.7000 | .70 .70 .70 .70 .70 23.9500 | .70 .69 .69 .68 .65 24.2000 | .60 .52 .43 .34 .25 24.4500 | .18 .12 .09 .06 .04 24.7000 | .03 .02 .02 .01 .01 24.9500 | .01 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.55 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 546.00 .00 0 1175 .00 .00 .00 546.10 .00 120 1222 .00 .00 1.33 546.20 .00 244 1270 .00 .00 2.72 546.30 .00 374 1319 .00 .00 4.15 546.40 .00 508 1368 .00 .00 5.65 546.50 .00 648 1419 .00 .00 7.19 546.60 .00 792 1471 .00 .00 8.80 546.70 .00 942 1523 .00 .00 10.46 546.80 .00 1097 1576 .00 .00 12.18 546.90 .00 1257 1631 .00 .00 13.97 547.00 .00 1423 1686 .00 .00 15.81 547.10 .00 1594 1742 .00 .00 17.71 547.20 .00 1771 1799 .00 .00 19.68 547.30 .00 1954 1857 .00 .00 21.71 547.40 .00 2143 1916 .00 .00 23.81 547.50 .00 2337 1976 .00 .00 25.97 547.60 .00 2538 2037 .00 .00 28.20 547.70 .00 2745 2098 .00 .00 30.50 547.80 .00 2958 2161 .00 .00 32.86 547.90 .00 3177 2225 .00 .00 35.30 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.56 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 548.00 .00 3403 2289 .00 .00 37.81 548.10 .00 3635 2356 .00 .00 40.39 548.20 .00 3874 2425 .00 .00 43.04 548.30 .00 4120 2494 .00 .00 45.78 548.40 .00 4373 2565 .00 .00 48.59 548.50 .00 4633 2636 .00 .00 51.48 548.60 .00 4900 2709 .00 .00 54.45 548.70 .00 5175 2782 .00 .00 57.50 548.80 .05 5457 2856 .00 .05 60.68 548.90 .13 5746 2932 .00 .13 63.98 549.00 .25 6043 3008 .00 .25 67.39 549.10 .38 6348 3085 .00 .38 70.91 549.20 .53 6660 3164 .00 .53 74.53 549.30 .70 6980 3243 .00 .70 78.26 549.40 .88 7309 3323 .00 .88 82.09 549.50 1.07 7645 3404 .00 1.07 86.02 549.60 1.28 7989 3486 .00 1.28 90.05 549.70 1.50 8342 3570 .00 1.50 94.19 549.80 1.73 8703 3654 .00 1.73 98.44 549.90 1.97 9073 3739 .00 1.97 102.79 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.57 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 550.00 2.15 9451 3825 .00 2.15 107.17 550.10 2.28 9838 3906 .00 2.28 111.59 550.20 2.41 10233 3988 .00 2.41 116.10 550.30 2.52 10636 4071 .00 2.52 120.70 550.40 2.64 11047 4155 .00 2.64 125.38 550.50 2.74 11467 4240 .00 2.74 130.15 550.60 2.85 11895 4325 .00 2.85 135.01 550.70 2.95 12332 4412 .00 2.95 139.97 550.80 3.04 12777 4499 .00 3.04 145.01 550.90 3.14 13232 4587 .00 3.14 150.16 551.00 3.23 13695 4676 .00 3.23 155.39 551.10 3.32 14167 4766 .00 3.32 160.73 551.20 3.40 14648 4857 .00 3.40 166.16 551.30 3.49 15138 4948 .00 3.49 171.69 551.40 3.57 15638 5041 .00 3.57 177.32 551.50 3.65 16146 5134 .00 3.65 183.06 551.60 3.73 16664 5228 .00 3.73 188.89 551.70 3.81 17192 5323 .00 3.81 194.83 551.80 3.88 17729 5419 .00 3.88 200.87 551.90 3.95 18276 5516 .00 3.95 207.02 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.58 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 552.00 4.03 18832 5613 .00 4.03 213.28 552.10 4.10 19398 5708 .00 4.10 219.63 552.20 4.17 19974 5803 .00 4.17 226.10 552.30 4.24 20559 5899 .00 4.24 232.67 552.40 4.30 21154 5996 .00 4.30 239.35 552.50 4.37 21758 6094 .00 4.37 246.13 552.60 4.44 22373 6193 .00 4.44 253.02 552.70 4.50 22997 6292 .00 4.50 260.02 552.80 4.57 23631 6393 .00 4.57 267.13 552.90 4.63 24276 6494 .00 4.63 274.36 553.00 4.69 24930 6595 .00 4.69 281.69 553.10 4.75 25594 6698 .00 4.75 289.14 553.20 4.81 26270 6801 .00 4.81 296.70 553.30 4.87 26955 6906 .00 4.87 304.37 553.40 4.93 27651 7011 .00 4.93 312.16 553.50 4.99 28357 7116 .00 4.99 320.07 553.60 5.05 29074 7223 .00 5.05 328.09 553.70 5.10 29802 7330 .00 5.10 336.24 553.80 5.16 30540 7438 .00 5.16 344.49 553.90 5.22 31290 7547 .00 5.22 352.88 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.59 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 554.00 5.27 32050 7657 .00 5.27 361.38 554.10 5.33 32820 7765 .00 5.33 370.00 554.20 5.38 33603 7874 .00 5.38 378.74 554.30 5.43 34395 7984 .00 5.43 387.61 554.40 5.49 35200 8095 .00 5.49 396.60 554.50 5.54 36015 8206 .00 5.54 405.70 554.60 5.59 36840 8318 .00 5.59 414.93 554.70 5.64 37678 8431 .00 5.64 424.29 554.80 5.69 38527 8544 .00 5.69 433.77 554.90 5.75 39387 8659 .00 5.75 443.38 555.00 5.80 40259 8774 .00 5.80 453.11 555.10 5.85 41142 8890 .00 5.85 462.98 555.20 5.89 42037 9007 .00 5.89 472.97 555.30 5.94 42943 9124 .00 5.94 483.09 555.40 5.99 43862 9242 .00 5.99 493.34 555.50 6.04 44792 9361 .00 6.04 503.73 555.60 6.09 45734 9481 .00 6.09 514.24 555.70 6.14 46688 9601 .00 6.14 524.89 555.80 6.18 47654 9722 .00 6.18 535.67 555.90 6.23 48633 9844 .00 6.23 546.59 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.60 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 556.00 6.28 49623 9967 .00 6.28 557.64 556.10 6.32 50625 10088 .00 6.32 568.83 556.20 6.37 51641 10210 .00 6.37 580.15 556.30 6.41 52667 10332 .00 6.41 591.61 556.40 6.46 53707 10455 .00 6.46 603.20 556.50 6.50 54759 10579 .00 6.50 614.93 556.60 6.55 55822 10703 .00 6.55 626.79 556.70 6.59 56899 10828 .00 6.59 638.81 556.80 6.63 57988 10954 .00 6.63 650.95 556.90 6.68 59090 11081 .00 6.68 663.24 557.00 6.72 60205 11209 .00 6.72 675.66 557.10 6.76 61332 11337 .00 6.76 688.23 557.20 6.81 62472 11466 .00 6.81 700.94 557.30 6.85 63625 11595 .00 6.85 713.79 557.40 6.89 64791 11726 .00 6.89 726.79 557.50 6.93 65970 11857 .00 6.93 739.93 557.60 6.97 67162 11988 .00 6.97 753.22 557.70 7.02 68368 12121 .00 7.02 766.66 557.75 7.04 68976 12188 .00 7.04 773.43 557.80 7.43 69586 12254 .00 7.43 780.61 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.61 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 557.90 9.02 70819 12388 .00 9.02 795.89 558.00 11.26 72064 12523 .00 11.26 811.98 558.10 14.01 73323 12666 .00 14.01 828.72 558.20 17.18 74598 12810 .00 17.18 846.05 558.30 20.72 75886 12955 .00 20.72 863.89 558.40 24.59 77189 13101 .00 24.59 882.25 558.50 28.77 78506 13247 .00 28.77 901.06 558.60 33.24 79838 13394 .00 33.24 920.32 558.70 37.97 81185 13542 .00 37.97 940.03 558.80 42.96 82546 13691 .00 42.96 960.14 558.90 48.19 83923 13841 .00 48.19 980.68 559.00 53.65 85315 13991 .00 53.65 1001.59 559.10 59.33 86721 14143 .00 59.33 1022.90 559.20 65.23 88143 14295 .00 65.23 1044.60 559.30 71.33 89580 14448 .00 71.33 1066.66 559.40 77.63 91033 14601 .00 77.63 1089.11 559.50 84.12 92501 14756 .00 84.12 1111.90 559.60 90.80 93984 14911 .00 90.80 1135.06 559.70 97.66 95483 15068 .00 97.66 1158.58 559.80 104.69 96997 15225 .00 104.69 1182.44 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.62 Name.... BASIN5 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 559.90 111.91 98528 15382 .00 111.91 1206.67 560.00 119.28 100074 15541 .00 119.28 1231.22 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.63 Name.... BASIN5 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN5 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 120 BASIN5 BASIN5 15-Yr ========================================================================== INFLOWS TO: BASIN5 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN5 15-Yr 158941 12.1000 47.49 TOTAL FLOW INTO: BASIN5 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN5 IN 15-Yr 158941 12.1000 47.49 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.64 Name.... BASIN5 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN5 IN HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 47.49 cfs Time to Peak = 12.1000 hrs HYG Volume = 158941 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.4000 | .00 .00 .01 .01 .02 9.6500 | .03 .04 .06 .07 .08 9.9000 | .10 .12 .14 .16 .18 10.1500 | .20 .22 .25 .27 .30 10.4000 | .33 .36 .40 .43 .47 10.6500 | .51 .55 .60 .65 .71 10.9000 | .77 .83 .90 .97 1.04 11.1500 | 1.13 1.23 1.34 1.47 1.62 11.4000 | 1.77 1.94 2.13 2.40 2.89 11.6500 | 3.76 5.24 7.64 11.14 16.25 11.9000 | 23.47 32.59 41.26 46.75 47.49 12.1500 | 43.16 36.01 28.91 22.99 18.66 12.4000 | 15.65 13.40 11.63 10.20 9.04 12.6500 | 8.11 7.36 6.76 6.28 5.90 12.9000 | 5.60 5.35 5.13 4.93 4.76 13.1500 | 4.59 4.44 4.31 4.19 4.08 13.4000 | 3.98 3.88 3.78 3.68 3.59 13.6500 | 3.50 3.42 3.34 3.26 3.19 13.9000 | 3.12 3.05 2.98 2.91 2.85 14.1500 | 2.79 2.73 2.69 2.65 2.62 14.4000 | 2.59 2.56 2.53 2.51 2.49 14.6500 | 2.46 2.44 2.41 2.39 2.37 14.9000 | 2.34 2.32 2.30 2.27 2.25 15.1500 | 2.23 2.20 2.18 2.16 2.13 15.4000 | 2.11 2.08 2.06 2.04 2.01 15.6500 | 1.99 1.96 1.94 1.92 1.89 15.9000 | 1.87 1.84 1.82 1.79 1.77 16.1500 | 1.75 1.73 1.71 1.70 1.69 16.4000 | 1.68 1.67 1.66 1.65 1.64 16.6500 | 1.63 1.62 1.61 1.60 1.60 16.9000 | 1.59 1.58 1.57 1.56 1.55 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.65 Name.... BASIN5 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.1500 | 1.54 1.54 1.53 1.52 1.51 17.4000 | 1.50 1.49 1.48 1.48 1.47 17.6500 | 1.46 1.45 1.44 1.43 1.42 17.9000 | 1.41 1.41 1.40 1.39 1.38 18.1500 | 1.37 1.36 1.35 1.34 1.33 18.4000 | 1.33 1.32 1.31 1.30 1.29 18.6500 | 1.28 1.27 1.26 1.25 1.25 18.9000 | 1.24 1.23 1.22 1.21 1.20 19.1500 | 1.19 1.18 1.17 1.16 1.15 19.4000 | 1.15 1.14 1.13 1.12 1.11 19.6500 | 1.10 1.09 1.08 1.07 1.06 19.9000 | 1.05 1.04 1.04 1.03 1.02 20.1500 | 1.01 1.00 1.00 .99 .99 20.4000 | .99 .99 .98 .98 .98 20.6500 | .98 .98 .97 .97 .97 20.9000 | .97 .97 .97 .96 .96 21.1500 | .96 .96 .96 .96 .95 21.4000 | .95 .95 .95 .95 .95 21.6500 | .94 .94 .94 .94 .94 21.9000 | .94 .93 .93 .93 .93 22.1500 | .93 .93 .92 .92 .92 22.4000 | .92 .92 .91 .91 .91 22.6500 | .91 .91 .91 .90 .90 22.9000 | .90 .90 .90 .90 .89 23.1500 | .89 .89 .89 .89 .89 23.4000 | .88 .88 .88 .88 .88 23.6500 | .88 .87 .87 .87 .87 23.9000 | .87 .86 .86 .84 .77 24.1500 | .64 .49 .35 .23 .15 24.4000 | .10 .07 .05 .03 .02 24.6500 | .01 .01 .01 .00 .00 24.9000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.66 Name.... BASIN5 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN5 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 120 BASIN5 BASIN5 25-yr ========================================================================== INFLOWS TO: BASIN5 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN5 25-yr 186272 12.1000 55.82 TOTAL FLOW INTO: BASIN5 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN5 IN 25-yr 186272 12.1000 55.82 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.67 Name.... BASIN5 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN5 IN HYG Tag = 25-yr ----------------------------------- Peak Discharge = 55.82 cfs Time to Peak = 12.1000 hrs HYG Volume = 186272 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | .00 .00 .01 .01 .02 9.2000 | .03 .04 .06 .07 .09 9.4500 | .10 .12 .13 .15 .16 9.7000 | .18 .20 .21 .24 .26 9.9500 | .28 .30 .33 .36 .38 10.2000 | .41 .45 .48 .52 .56 10.4500 | .60 .64 .68 .73 .78 10.7000 | .84 .90 .96 1.03 1.11 10.9500 | 1.18 1.27 1.35 1.45 1.56 11.2000 | 1.68 1.82 1.98 2.16 2.35 11.4500 | 2.56 2.79 3.12 3.72 4.81 11.7000 | 6.63 9.57 13.80 19.88 28.40 11.9500 | 39.03 49.02 55.20 55.82 50.56 12.2000 | 42.08 33.72 26.76 21.68 18.16 12.4500 | 15.51 13.44 11.78 10.42 9.34 12.7000 | 8.47 7.78 7.22 6.78 6.43 12.9500 | 6.13 5.88 5.66 5.45 5.26 13.2000 | 5.09 4.94 4.80 4.67 4.55 13.4500 | 4.44 4.32 4.21 4.11 4.01 13.7000 | 3.91 3.82 3.73 3.64 3.56 13.9500 | 3.48 3.40 3.33 3.25 3.18 14.2000 | 3.12 3.07 3.03 2.99 2.95 14.4500 | 2.92 2.89 2.86 2.84 2.81 14.7000 | 2.78 2.75 2.73 2.70 2.67 14.9500 | 2.65 2.62 2.59 2.57 2.54 15.2000 | 2.51 2.48 2.46 2.43 2.40 15.4500 | 2.38 2.35 2.32 2.29 2.26 15.7000 | 2.24 2.21 2.18 2.15 2.13 15.9500 | 2.10 2.07 2.04 2.01 1.99 16.2000 | 1.97 1.95 1.93 1.92 1.91 16.4500 | 1.90 1.88 1.87 1.86 1.85 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.68 Name.... BASIN5 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.7000 | 1.84 1.83 1.82 1.81 1.80 16.9500 | 1.79 1.79 1.78 1.77 1.76 17.2000 | 1.75 1.74 1.73 1.72 1.71 17.4500 | 1.70 1.69 1.68 1.67 1.66 17.7000 | 1.65 1.64 1.63 1.62 1.61 17.9500 | 1.60 1.59 1.58 1.57 1.56 18.2000 | 1.55 1.54 1.53 1.52 1.51 18.4500 | 1.50 1.49 1.48 1.47 1.45 18.7000 | 1.44 1.43 1.42 1.41 1.40 18.9500 | 1.39 1.38 1.37 1.36 1.35 19.2000 | 1.34 1.33 1.32 1.31 1.30 19.4500 | 1.29 1.28 1.27 1.26 1.25 19.7000 | 1.24 1.23 1.22 1.21 1.20 19.9500 | 1.19 1.18 1.16 1.16 1.15 20.2000 | 1.14 1.13 1.13 1.12 1.12 20.4500 | 1.12 1.12 1.11 1.11 1.11 20.7000 | 1.11 1.10 1.10 1.10 1.10 20.9500 | 1.10 1.10 1.09 1.09 1.09 21.2000 | 1.09 1.09 1.08 1.08 1.08 21.4500 | 1.08 1.08 1.07 1.07 1.07 21.7000 | 1.07 1.07 1.06 1.06 1.06 21.9500 | 1.06 1.06 1.05 1.05 1.05 22.2000 | 1.05 1.05 1.04 1.04 1.04 22.4500 | 1.04 1.04 1.03 1.03 1.03 22.7000 | 1.03 1.03 1.02 1.02 1.02 22.9500 | 1.02 1.02 1.01 1.01 1.01 23.2000 | 1.01 1.01 1.00 1.00 1.00 23.4500 | 1.00 1.00 .99 .99 .99 23.7000 | .99 .99 .98 .98 .98 23.9500 | .98 .97 .95 .87 .73 24.2000 | .55 .39 .26 .17 .12 24.4500 | .08 .05 .03 .02 .02 24.7000 | .01 .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.69 Name.... BASIN5 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: BASIN5 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 120 BASIN5 BASIN5 100-yr ========================================================================== INFLOWS TO: BASIN5 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN5 100-yr 260841 12.1000 78.24 TOTAL FLOW INTO: BASIN5 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- BASIN5 IN 100-yr 260841 12.1000 78.24 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.70 Name.... BASIN5 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = BASIN5 IN HYG Tag = 100-yr ----------------------------------- Peak Discharge = 78.24 cfs Time to Peak = 12.1000 hrs HYG Volume = 260841 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.9500 | .00 .00 .01 .01 .02 8.2000 | .03 .04 .05 .06 .08 8.4500 | .09 .11 .12 .14 .16 8.7000 | .17 .19 .21 .23 .26 8.9500 | .28 .30 .32 .35 .37 9.2000 | .39 .42 .44 .46 .48 9.4500 | .50 .52 .54 .56 .59 9.7000 | .61 .64 .67 .70 .74 9.9500 | .78 .82 .86 .90 .95 10.2000 | 1.00 1.05 1.11 1.17 1.23 10.4500 | 1.30 1.37 1.44 1.51 1.59 10.7000 | 1.68 1.78 1.88 1.99 2.11 10.9500 | 2.23 2.35 2.49 2.64 2.80 11.2000 | 2.99 3.21 3.46 3.73 4.02 11.4500 | 4.33 4.68 5.19 6.12 7.79 11.7000 | 10.57 14.98 21.21 29.98 41.98 11.9500 | 56.65 70.10 78.04 78.24 70.42 12.2000 | 58.33 46.56 36.83 29.72 24.81 12.4500 | 21.12 18.25 15.95 14.08 12.60 12.7000 | 11.40 10.45 9.69 9.09 8.61 12.9500 | 8.21 7.87 7.56 7.29 7.03 13.2000 | 6.80 6.59 6.40 6.23 6.07 13.4500 | 5.91 5.76 5.61 5.47 5.33 13.7000 | 5.20 5.07 4.96 4.84 4.73 13.9500 | 4.63 4.52 4.42 4.32 4.23 14.2000 | 4.14 4.07 4.01 3.96 3.92 14.4500 | 3.87 3.83 3.79 3.76 3.72 14.7000 | 3.68 3.65 3.61 3.57 3.54 14.9500 | 3.50 3.47 3.43 3.39 3.36 15.2000 | 3.32 3.28 3.25 3.21 3.17 15.4500 | 3.14 3.10 3.06 3.03 2.99 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.71 Name.... BASIN5 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.7000 | 2.95 2.92 2.88 2.84 2.80 15.9500 | 2.77 2.73 2.69 2.66 2.62 16.2000 | 2.59 2.57 2.55 2.53 2.51 16.4500 | 2.50 2.48 2.47 2.45 2.44 16.7000 | 2.43 2.41 2.40 2.39 2.38 16.9500 | 2.36 2.35 2.34 2.32 2.31 17.2000 | 2.30 2.28 2.27 2.26 2.24 17.4500 | 2.23 2.22 2.20 2.19 2.18 17.7000 | 2.16 2.15 2.14 2.12 2.11 17.9500 | 2.10 2.08 2.07 2.06 2.04 18.2000 | 2.03 2.02 2.00 1.99 1.98 18.4500 | 1.96 1.95 1.94 1.92 1.91 18.7000 | 1.90 1.88 1.87 1.85 1.84 18.9500 | 1.83 1.81 1.80 1.79 1.77 19.2000 | 1.76 1.75 1.73 1.72 1.70 19.4500 | 1.69 1.68 1.66 1.65 1.64 19.7000 | 1.62 1.61 1.59 1.58 1.57 19.9500 | 1.55 1.54 1.53 1.51 1.50 20.2000 | 1.49 1.48 1.48 1.47 1.47 20.4500 | 1.46 1.46 1.46 1.45 1.45 20.7000 | 1.45 1.45 1.44 1.44 1.44 20.9500 | 1.44 1.43 1.43 1.43 1.42 21.2000 | 1.42 1.42 1.42 1.41 1.41 21.4500 | 1.41 1.41 1.40 1.40 1.40 21.7000 | 1.40 1.39 1.39 1.39 1.39 21.9500 | 1.38 1.38 1.38 1.38 1.37 22.2000 | 1.37 1.37 1.36 1.36 1.36 22.4500 | 1.36 1.35 1.35 1.35 1.35 22.7000 | 1.34 1.34 1.34 1.34 1.33 22.9500 | 1.33 1.33 1.33 1.32 1.32 23.2000 | 1.32 1.31 1.31 1.31 1.31 23.4500 | 1.30 1.30 1.30 1.30 1.29 23.7000 | 1.29 1.29 1.29 1.28 1.28 23.9500 | 1.28 1.27 1.24 1.13 .95 24.2000 | .72 .51 .34 .23 .15 24.4500 | .10 .07 .05 .03 .02 24.7000 | .01 .01 .00 .00 .00 24.9500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.72 Name.... BASIN5 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 15-Yr Outflow HYG file = NONE STORED - BASIN5 OUT 15-Yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 47.49 cfs at 12.1000 hrs Peak Outflow = 7.68 cfs at 12.7000 hrs ----------------------------------------------------- Peak Elevation = 557.82 ft Peak Storage = 69784 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 5175 + HYG Vol IN = 158941 - Infiltration = 0 - HYG Vol OUT = 158924 - Retained Vol = 5192 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.73 Name.... BASIN5 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN5 OUT HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 7.68 cfs Time to Peak = 12.7000 hrs HYG Volume = 158924 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.4000 | .00 .00 .00 .00 .00 9.6500 | .00 .00 .00 .01 .01 9.9000 | .01 .01 .02 .02 .02 10.1500 | .03 .04 .04 .05 .06 10.4000 | .07 .09 .10 .12 .14 10.6500 | .16 .18 .21 .24 .27 10.9000 | .31 .34 .38 .43 .48 11.1500 | .53 .59 .65 .72 .80 11.4000 | .88 .98 1.08 1.20 1.35 11.6500 | 1.56 1.89 2.25 2.62 3.08 11.9000 | 3.61 4.20 4.80 5.35 5.81 12.1500 | 6.18 6.45 6.65 6.78 6.87 12.4000 | 6.94 6.99 7.02 7.16 7.43 12.6500 | 7.67 7.68 7.55 7.38 7.24 12.9000 | 7.08 7.03 7.02 7.01 6.99 13.1500 | 6.98 6.96 6.95 6.93 6.91 13.4000 | 6.89 6.87 6.85 6.83 6.81 13.6500 | 6.79 6.77 6.75 6.72 6.70 13.9000 | 6.67 6.65 6.62 6.60 6.57 14.1500 | 6.54 6.51 6.48 6.45 6.42 14.4000 | 6.39 6.36 6.33 6.30 6.27 14.6500 | 6.24 6.21 6.17 6.14 6.11 14.9000 | 6.07 6.04 6.01 5.97 5.94 15.1500 | 5.90 5.86 5.83 5.79 5.75 15.4000 | 5.71 5.68 5.64 5.60 5.56 15.6500 | 5.52 5.48 5.43 5.39 5.35 15.9000 | 5.31 5.26 5.22 5.17 5.13 16.1500 | 5.08 5.03 4.98 4.94 4.89 16.4000 | 4.84 4.79 4.74 4.69 4.63 16.6500 | 4.58 4.53 4.48 4.42 4.37 16.9000 | 4.31 4.26 4.20 4.15 4.09 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.74 Name.... BASIN5 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.1500 | 4.03 3.98 3.92 3.86 3.80 17.4000 | 3.74 3.68 3.62 3.56 3.50 17.6500 | 3.44 3.38 3.32 3.25 3.19 17.9000 | 3.13 3.07 3.00 2.94 2.88 18.1500 | 2.82 2.75 2.69 2.63 2.57 18.4000 | 2.51 2.45 2.39 2.33 2.27 18.6500 | 2.21 2.16 2.09 2.02 1.95 18.9000 | 1.87 1.80 1.74 1.68 1.63 19.1500 | 1.58 1.54 1.50 1.46 1.43 19.4000 | 1.40 1.37 1.35 1.32 1.30 19.6500 | 1.28 1.26 1.24 1.23 1.21 19.9000 | 1.20 1.18 1.17 1.15 1.14 20.1500 | 1.13 1.11 1.10 1.09 1.08 20.4000 | 1.07 1.06 1.06 1.05 1.04 20.6500 | 1.04 1.03 1.02 1.02 1.01 20.9000 | 1.01 1.01 1.00 1.00 .99 21.1500 | .99 .99 .99 .98 .98 21.4000 | .98 .97 .97 .97 .97 21.6500 | .97 .96 .96 .96 .96 21.9000 | .95 .95 .95 .95 .95 22.1500 | .94 .94 .94 .94 .94 22.4000 | .94 .93 .93 .93 .93 22.6500 | .93 .92 .92 .92 .92 22.9000 | .92 .92 .91 .91 .91 23.1500 | .91 .91 .91 .90 .90 23.4000 | .90 .90 .90 .90 .89 23.6500 | .89 .89 .89 .89 .88 23.9000 | .88 .88 .88 .88 .87 24.1500 | .85 .83 .79 .74 .69 24.4000 | .64 .59 .54 .50 .46 24.6500 | .42 .39 .36 .33 .31 24.9000 | .28 .26 .24 .23 .21 25.1500 | .20 .19 .17 .16 .15 25.4000 | .14 .13 .13 .12 .11 25.6500 | .11 .10 .10 .09 .09 25.9000 | .08 .08 .07 .07 .07 26.1500 | .06 .06 .06 .05 .05 26.4000 | .05 .05 .04 .04 .04 26.6500 | .04 .04 .04 .04 .04 26.9000 | .04 .03 .03 .03 .03 27.1500 | .03 .03 .03 .03 .03 27.4000 | .03 .03 .02 .02 .02 27.6500 | .02 .02 .02 .02 .02 27.9000 | .02 .02 .02 .02 .02 28.1500 | .02 .02 .02 .02 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.75 Name.... BASIN5 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 28.4000 | .01 .01 .01 .01 .01 28.6500 | .01 .01 .01 .01 .01 28.9000 | .01 .01 .01 .01 .01 29.1500 | .01 .01 .01 .01 .01 29.4000 | .01 .01 .01 .01 .01 29.6500 | .01 .01 .01 .01 .01 29.9000 | .01 .01 .01 .01 .01 30.1500 | .00 .00 .00 .00 .00 30.4000 | .00 .00 .00 .00 .00 30.6500 | .00 .00 .00 .00 .00 30.9000 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.76 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 25-yr Outflow HYG file = NONE STORED - BASIN5 OUT 25-yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 55.82 cfs at 12.1000 hrs Peak Outflow = 18.34 cfs at 12.4000 hrs ----------------------------------------------------- Peak Elevation = 558.23 ft Peak Storage = 75017 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 5175 + HYG Vol IN = 186272 - Infiltration = 0 - HYG Vol OUT = 186254 - Retained Vol = 5192 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.77 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN5 OUT HYG Tag = 25-yr ----------------------------------- Peak Discharge = 18.34 cfs Time to Peak = 12.4000 hrs HYG Volume = 186254 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9500 | .00 .00 .00 .00 .00 9.2000 | .00 .00 .00 .01 .01 9.4500 | .01 .01 .02 .02 .02 9.7000 | .03 .03 .04 .04 .05 9.9500 | .06 .08 .09 .10 .12 10.2000 | .13 .15 .17 .19 .21 10.4500 | .24 .27 .30 .33 .36 10.7000 | .39 .43 .47 .52 .57 10.9500 | .62 .67 .73 .80 .86 11.2000 | .94 1.02 1.11 1.21 1.31 11.4500 | 1.44 1.57 1.72 1.91 2.12 11.7000 | 2.34 2.63 3.01 3.47 4.01 11.9500 | 4.60 5.20 5.75 6.22 6.59 12.2000 | 6.86 7.35 13.40 17.30 18.34 12.4500 | 17.74 16.50 15.08 13.66 12.42 12.7000 | 11.27 10.39 9.58 8.90 8.42 12.9500 | 7.98 7.57 7.30 7.11 7.03 13.2000 | 7.02 7.01 6.99 6.98 6.97 13.4500 | 6.95 6.93 6.92 6.90 6.88 13.7000 | 6.86 6.84 6.82 6.80 6.78 13.9500 | 6.76 6.73 6.71 6.69 6.66 14.2000 | 6.64 6.61 6.59 6.56 6.53 14.4500 | 6.51 6.48 6.45 6.42 6.40 14.7000 | 6.37 6.34 6.31 6.28 6.25 14.9500 | 6.22 6.19 6.16 6.13 6.10 15.2000 | 6.06 6.03 6.00 5.96 5.93 15.4500 | 5.90 5.86 5.83 5.79 5.75 15.7000 | 5.72 5.68 5.64 5.60 5.57 15.9500 | 5.53 5.49 5.45 5.40 5.36 16.2000 | 5.32 5.28 5.24 5.19 5.15 16.4500 | 5.10 5.06 5.01 4.97 4.92 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.78 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.7000 | 4.87 4.83 4.78 4.73 4.68 16.9500 | 4.63 4.58 4.53 4.48 4.43 17.2000 | 4.38 4.33 4.28 4.23 4.17 17.4500 | 4.12 4.07 4.01 3.96 3.90 17.7000 | 3.85 3.79 3.74 3.68 3.62 17.9500 | 3.57 3.51 3.45 3.39 3.34 18.2000 | 3.28 3.22 3.16 3.10 3.04 18.4500 | 2.99 2.93 2.87 2.81 2.75 18.7000 | 2.69 2.64 2.58 2.52 2.47 18.9500 | 2.41 2.36 2.30 2.25 2.20 19.2000 | 2.15 2.08 2.02 1.95 1.88 19.4500 | 1.82 1.76 1.71 1.66 1.61 19.7000 | 1.57 1.54 1.50 1.47 1.44 19.9500 | 1.42 1.39 1.37 1.35 1.32 20.2000 | 1.31 1.29 1.27 1.26 1.24 20.4500 | 1.23 1.22 1.21 1.20 1.19 20.7000 | 1.18 1.17 1.17 1.16 1.15 20.9500 | 1.15 1.14 1.14 1.13 1.13 21.2000 | 1.12 1.12 1.12 1.11 1.11 21.4500 | 1.11 1.10 1.10 1.10 1.09 21.7000 | 1.09 1.09 1.09 1.08 1.08 21.9500 | 1.08 1.08 1.08 1.07 1.07 22.2000 | 1.07 1.07 1.06 1.06 1.06 22.4500 | 1.06 1.06 1.05 1.05 1.05 22.7000 | 1.05 1.05 1.04 1.04 1.04 22.9500 | 1.04 1.04 1.03 1.03 1.03 23.2000 | 1.03 1.03 1.02 1.02 1.02 23.4500 | 1.02 1.02 1.01 1.01 1.01 23.7000 | 1.01 1.01 1.00 1.00 1.00 23.9500 | 1.00 1.00 .99 .98 .97 24.2000 | .93 .89 .83 .78 .72 24.4500 | .66 .61 .56 .51 .47 24.7000 | .43 .40 .37 .34 .31 24.9500 | .29 .27 .25 .23 .22 25.2000 | .20 .19 .18 .16 .15 25.4500 | .14 .13 .13 .12 .11 25.7000 | .11 .10 .10 .09 .09 25.9500 | .08 .08 .07 .07 .07 26.2000 | .06 .06 .06 .05 .05 26.4500 | .05 .05 .04 .04 .04 26.7000 | .04 .04 .04 .04 .04 26.9500 | .04 .03 .03 .03 .03 27.2000 | .03 .03 .03 .03 .03 27.4500 | .03 .03 .02 .02 .02 27.7000 | .02 .02 .02 .02 .02 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.79 Name.... BASIN5 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.9500 | .02 .02 .02 .02 .02 28.2000 | .02 .02 .02 .02 .01 28.4500 | .01 .01 .01 .01 .01 28.7000 | .01 .01 .01 .01 .01 28.9500 | .01 .01 .01 .01 .01 29.2000 | .01 .01 .01 .01 .01 29.4500 | .01 .01 .01 .01 .01 29.7000 | .01 .01 .01 .01 .01 29.9500 | .01 .01 .01 .01 .01 30.2000 | .00 .00 .00 .00 .00 30.4500 | .00 .00 .00 .00 .00 30.7000 | .00 .00 .00 .00 .00 30.9500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.80 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - BASIN5 IN 100-yr Outflow HYG file = NONE STORED - BASIN5 OUT 100-yr Pond Node Data = BASIN5 Pond Volume Data = BASIN5 Pond Outlet Data = Outlet 6 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 548.70 ft Starting Volume = 5175 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 78.24 cfs at 12.1000 hrs Peak Outflow = 50.84 cfs at 12.2500 hrs ----------------------------------------------------- Peak Elevation = 558.95 ft Peak Storage = 84596 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 5175 + HYG Vol IN = 260841 - Infiltration = 0 - HYG Vol OUT = 260823 - Retained Vol = 5192 ---------- Unrouted Vol = - cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.81 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = BASIN5 OUT HYG Tag = 100-yr ----------------------------------- Peak Discharge = 50.84 cfs Time to Peak = 12.2500 hrs HYG Volume = 260823 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.9500 | .00 .00 .00 .00 .00 8.2000 | .00 .00 .00 .01 .01 8.4500 | .01 .01 .02 .02 .02 8.7000 | .03 .03 .04 .04 .05 8.9500 | .06 .07 .09 .10 .11 9.2000 | .13 .14 .16 .18 .20 9.4500 | .22 .24 .26 .28 .30 9.7000 | .33 .35 .37 .40 .42 9.9500 | .45 .48 .51 .54 .58 10.2000 | .61 .65 .69 .73 .77 10.4500 | .82 .87 .92 .98 1.03 10.7000 | 1.09 1.16 1.23 1.30 1.38 10.9500 | 1.46 1.55 1.65 1.75 1.85 11.2000 | 1.97 2.06 2.16 2.25 2.34 11.4500 | 2.44 2.54 2.66 2.79 2.96 11.7000 | 3.19 3.50 3.89 4.36 4.90 11.9500 | 5.49 6.08 6.63 8.58 33.93 12.2000 | 49.08 50.84 46.12 39.66 33.65 12.4500 | 28.69 24.69 21.48 18.87 16.72 12.7000 | 14.99 13.56 12.41 11.42 10.68 12.9500 | 10.04 9.48 9.00 8.67 8.35 13.2000 | 8.06 7.77 7.51 7.34 7.21 13.4500 | 7.08 7.03 7.02 7.01 7.00 13.7000 | 6.99 6.98 6.97 6.96 6.94 13.9500 | 6.93 6.91 6.90 6.88 6.87 14.2000 | 6.85 6.83 6.81 6.79 6.77 14.4500 | 6.75 6.73 6.71 6.69 6.67 14.7000 | 6.65 6.63 6.61 6.59 6.56 14.9500 | 6.54 6.52 6.50 6.47 6.45 15.2000 | 6.43 6.40 6.38 6.35 6.33 15.4500 | 6.30 6.27 6.25 6.22 6.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.82 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.7000 | 6.16 6.14 6.11 6.08 6.05 15.9500 | 6.02 5.99 5.96 5.93 5.89 16.2000 | 5.86 5.83 5.80 5.76 5.73 16.4500 | 5.69 5.66 5.62 5.59 5.55 16.7000 | 5.52 5.48 5.45 5.41 5.37 16.9500 | 5.34 5.30 5.26 5.22 5.18 17.2000 | 5.15 5.11 5.07 5.03 4.99 17.4500 | 4.95 4.91 4.86 4.82 4.78 17.7000 | 4.74 4.70 4.65 4.61 4.57 17.9500 | 4.52 4.48 4.43 4.39 4.34 18.2000 | 4.30 4.25 4.20 4.16 4.11 18.4500 | 4.06 4.02 3.97 3.92 3.87 18.7000 | 3.82 3.77 3.72 3.67 3.62 18.9500 | 3.57 3.52 3.47 3.42 3.37 19.2000 | 3.32 3.27 3.21 3.16 3.11 19.4500 | 3.06 3.01 2.96 2.90 2.85 19.7000 | 2.80 2.75 2.70 2.65 2.60 19.9500 | 2.55 2.50 2.45 2.40 2.35 20.2000 | 2.31 2.26 2.21 2.17 2.12 20.4500 | 2.06 2.01 1.97 1.91 1.86 20.7000 | 1.81 1.77 1.74 1.71 1.68 20.9500 | 1.65 1.63 1.61 1.59 1.57 21.2000 | 1.55 1.54 1.53 1.51 1.50 21.4500 | 1.49 1.48 1.48 1.47 1.46 21.7000 | 1.45 1.45 1.44 1.44 1.43 21.9500 | 1.43 1.42 1.42 1.41 1.41 22.2000 | 1.40 1.40 1.40 1.39 1.39 22.4500 | 1.39 1.38 1.38 1.38 1.37 22.7000 | 1.37 1.37 1.36 1.36 1.36 22.9500 | 1.36 1.35 1.35 1.35 1.34 23.2000 | 1.34 1.34 1.34 1.33 1.33 23.4500 | 1.33 1.33 1.32 1.32 1.32 23.7000 | 1.31 1.31 1.31 1.31 1.30 23.9500 | 1.30 1.30 1.29 1.28 1.26 24.2000 | 1.21 1.15 1.08 1.00 .92 24.4500 | .84 .77 .70 .64 .59 24.7000 | .54 .49 .45 .41 .38 24.9500 | .35 .32 .30 .28 .26 25.2000 | .24 .22 .21 .19 .18 25.4500 | .17 .16 .15 .14 .13 25.7000 | .12 .12 .11 .10 .10 25.9500 | .09 .09 .08 .08 .08 26.2000 | .07 .07 .06 .06 .06 26.4500 | .05 .05 .05 .05 .05 26.7000 | .04 .04 .04 .04 .04 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.83 Name.... BASIN5 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.9500 | .04 .04 .04 .03 .03 27.2000 | .03 .03 .03 .03 .03 27.4500 | .03 .03 .03 .03 .02 27.7000 | .02 .02 .02 .02 .02 27.9500 | .02 .02 .02 .02 .02 28.2000 | .02 .02 .02 .02 .02 28.4500 | .02 .01 .01 .01 .01 28.7000 | .01 .01 .01 .01 .01 28.9500 | .01 .01 .01 .01 .01 29.2000 | .01 .01 .01 .01 .01 29.4500 | .01 .01 .01 .01 .01 29.7000 | .01 .01 .01 .01 .01 29.9500 | .01 .01 .01 .01 .01 30.2000 | .01 .01 .00 .00 .00 30.4500 | .00 .00 .00 .00 .00 30.7000 | .00 .00 .00 .00 .00 30.9500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.84 Name.... POND1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - POND1 IN 15-Yr Outflow HYG file = NONE STORED - POND1 OUT 15-Yr Pond Node Data = POND1 Pond Volume Data = POND1 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 600.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 600.00 .00 0 154693 .00 .00 .00 600.10 1.42 15526 155901 .00 1.42 173.93 600.20 4.03 31182 157115 .00 4.03 350.50 600.30 7.39 46951 158333 .00 7.39 529.07 600.40 11.39 62851 159556 .00 11.39 709.73 600.50 15.91 78864 160783 .00 15.91 892.18 600.60 20.91 95000 162015 .00 20.91 1076.47 600.70 26.36 111269 163252 .00 26.36 1262.68 600.80 32.20 127652 164493 .00 32.20 1450.56 600.90 38.42 144170 165740 .00 38.42 1640.31 601.00 45.00 160803 166990 .00 45.00 1831.69 601.10 51.91 177560 168246 .00 51.91 2024.81 601.20 59.15 194454 169506 .00 59.15 2219.75 601.30 66.70 211464 170771 .00 66.70 2416.30 601.40 74.54 228611 172041 .00 74.54 2614.66 601.50 82.53 245874 173315 .00 82.53 2814.46 601.60 85.23 263265 174594 .00 85.23 3010.40 601.70 87.86 280795 175879 .00 87.86 3207.80 601.80 90.40 298443 177167 .00 90.40 3406.44 601.90 92.88 316231 178460 .00 92.88 3606.56 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.85 Name.... POND1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - POND1 IN 15-Yr Outflow HYG file = NONE STORED - POND1 OUT 15-Yr Pond Node Data = POND1 Pond Volume Data = POND1 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 600.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 602.00 95.29 334138 179758 .00 95.29 3807.93 602.10 97.65 352152 180622 .00 97.65 4010.45 602.20 99.94 370264 181488 .00 99.94 4213.99 602.30 102.19 388452 182356 .00 102.19 4418.32 602.40 104.39 406738 183226 .00 104.39 4623.70 602.50 106.54 425099 184098 .00 106.54 4829.87 602.60 108.65 443548 184972 .00 108.65 5036.96 602.70 110.72 462096 185848 .00 110.72 5245.12 602.80 112.75 480720 186726 .00 112.75 5454.09 602.90 114.75 499444 187607 .00 114.75 5664.12 603.00 116.71 518244 188489 .00 116.71 5874.97 603.10 118.64 537132 189373 .00 118.64 6086.77 603.20 120.54 556121 190260 .00 120.54 6299.66 603.30 122.41 575187 191149 .00 122.41 6513.37 603.40 124.25 594353 192040 .00 124.25 6728.17 603.50 126.06 613597 192932 .00 126.06 6943.80 603.60 127.85 632930 193827 .00 127.85 7160.40 603.70 129.61 652365 194724 .00 129.61 7378.11 603.80 131.35 671877 195623 .00 131.35 7596.66 603.90 133.07 691492 196524 .00 133.07 7816.31 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.86 Name.... POND1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - POND1 IN 15-Yr Outflow HYG file = NONE STORED - POND1 OUT 15-Yr Pond Node Data = POND1 Pond Volume Data = POND1 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 600.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 604.00 134.76 711184 197427 .00 134.76 8036.81 604.10 136.44 730972 198421 .00 136.44 8258.35 604.20 138.09 750871 199418 .00 138.09 8481.11 604.30 139.73 770858 200417 .00 139.73 8704.82 604.40 141.34 790957 201419 .00 141.34 8929.76 604.50 142.94 811144 202423 .00 142.94 9155.66 604.60 144.52 831432 203430 .00 144.52 9382.65 604.70 146.08 851833 204440 .00 146.08 9610.89 604.80 147.63 872323 205451 .00 147.63 9840.10 604.90 149.16 892926 206466 .00 149.16 10070.56 605.00 150.67 913618 207482 .00 150.67 10301.99 605.10 152.17 934412 208501 .00 152.17 10534.53 605.20 153.66 955321 209523 .00 153.66 10768.33 605.30 155.13 976320 210547 .00 155.13 11003.12 605.40 156.58 997433 211574 .00 156.58 11239.17 605.50 158.03 1018637 212603 .00 158.03 11476.21 605.60 159.46 1039944 213635 .00 159.46 11714.38 605.70 160.87 1061367 214669 .00 160.87 11953.84 605.80 162.28 1082880 215706 .00 162.28 12194.28 605.90 163.67 1104511 216746 .00 163.67 12436.01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 16.87 Name.... POND1 File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - POND1 IN 15-Yr Outflow HYG file = NONE STORED - POND1 OUT 15-Yr Pond Node Data = POND1 Pond Volume Data = POND1 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 600.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 606.00 165.05 1126232 217787 .00 165.05 12678.74 606.10 166.42 1148043 218541 .00 166.42 12922.46 606.20 167.78 1169943 219296 .00 167.78 13167.15 606.30 169.13 1191905 220053 .00 169.13 13412.52 606.40 170.47 1213956 220811 .00 170.47 13658.87 606.50 171.79 1236070 221570 .00 171.79 13905.90 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.88 Name.... POND1 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: POND1 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 20 ONSITE1 ONSITE1 15-Yr ADDLINK 10 OFFSITE1 OFFSITE1 15-Yr ADDLINK 30 OFFSITE2 OFFSITE2 15-Yr ========================================================================== INFLOWS TO: POND1 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ONSITE1 15-Yr 1051818 12.1500 245.42 OFFSITE1 15-Yr 436060 12.1000 122.22 OFFSITE2 15-Yr 395369 12.2000 85.65 TOTAL FLOW INTO: POND1 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- POND1 IN 15-Yr 1883248 12.1500 440.41 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.89 Name.... POND1 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = POND1 IN HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 440.41 cfs Time to Peak = 12.1500 hrs HYG Volume = 1883248 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6500 | .00 .00 .00 .01 .02 3.9000 | .04 .06 .09 .12 .16 4.1500 | .19 .23 .28 .32 .36 4.4000 | .41 .46 .50 .55 .60 4.6500 | .65 .70 .75 .81 .86 4.9000 | .91 .97 1.03 1.09 1.15 5.1500 | 1.21 1.28 1.35 1.41 1.48 5.4000 | 1.55 1.62 1.69 1.76 1.83 5.6500 | 1.91 1.98 2.05 2.13 2.20 5.9000 | 2.28 2.35 2.43 2.50 2.58 6.1500 | 2.66 2.74 2.82 2.89 2.97 6.4000 | 3.05 3.13 3.21 3.29 3.38 6.6500 | 3.46 3.54 3.62 3.70 3.79 6.9000 | 3.87 3.95 4.04 4.12 4.21 7.1500 | 4.29 4.38 4.46 4.55 4.64 7.4000 | 4.72 4.81 4.90 4.98 5.07 7.6500 | 5.16 5.25 5.33 5.42 5.51 7.9000 | 5.60 5.69 5.78 5.87 5.96 8.1500 | 6.06 6.18 6.30 6.44 6.59 8.4000 | 6.76 6.94 7.13 7.33 7.54 8.6500 | 7.75 7.97 8.20 8.43 8.66 8.9000 | 8.90 9.15 9.40 9.65 9.89 9.1500 | 10.14 10.37 10.59 10.78 10.96 9.4000 | 11.13 11.28 11.41 11.54 11.68 9.6500 | 11.82 11.98 12.17 12.39 12.64 9.9000 | 12.93 13.24 13.58 13.94 14.33 10.1500 | 14.73 15.17 15.63 16.11 16.62 10.4000 | 17.17 17.74 18.32 18.93 19.57 10.6500 | 20.23 20.95 21.70 22.51 23.38 10.9000 | 24.29 25.25 26.25 27.30 28.42 11.1500 | 29.64 30.99 32.49 34.18 36.07 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.90 Name.... POND1 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.4000 | 38.10 40.28 42.74 46.02 50.96 11.6500 | 59.21 71.94 92.36 122.16 162.60 11.9000 | 214.49 278.18 343.60 398.22 432.46 12.1500 | 440.41 420.64 384.90 342.27 297.95 12.4000 | 255.83 219.58 188.71 163.27 142.37 12.6500 | 125.28 110.87 98.79 88.57 80.17 12.9000 | 73.35 67.52 62.59 58.44 54.93 13.1500 | 51.85 49.15 46.74 44.59 42.71 13.4000 | 41.00 39.45 38.08 36.85 35.70 13.6500 | 34.65 33.65 32.72 31.86 31.04 13.9000 | 30.27 29.52 28.81 28.11 27.44 14.1500 | 26.81 26.21 25.67 25.17 24.73 14.4000 | 24.32 23.96 23.63 23.32 23.04 14.6500 | 22.76 22.50 22.25 22.00 21.76 14.9000 | 21.53 21.29 21.06 20.83 20.60 15.1500 | 20.38 20.15 19.93 19.70 19.48 15.4000 | 19.25 19.03 18.81 18.58 18.36 15.6500 | 18.13 17.91 17.68 17.46 17.24 15.9000 | 17.01 16.79 16.56 16.34 16.12 16.1500 | 15.91 15.71 15.52 15.36 15.20 16.4000 | 15.06 14.94 14.82 14.71 14.61 16.6500 | 14.52 14.42 14.33 14.25 14.16 16.9000 | 14.07 13.99 13.91 13.83 13.75 17.1500 | 13.66 13.58 13.50 13.42 13.34 17.4000 | 13.26 13.18 13.10 13.02 12.94 17.6500 | 12.86 12.78 12.70 12.62 12.54 17.9000 | 12.46 12.38 12.30 12.22 12.14 18.1500 | 12.06 11.98 11.90 11.82 11.74 18.4000 | 11.66 11.58 11.50 11.42 11.33 18.6500 | 11.25 11.17 11.09 11.01 10.93 18.9000 | 10.85 10.77 10.69 10.61 10.53 19.1500 | 10.45 10.37 10.29 10.21 10.12 19.4000 | 10.04 9.96 9.88 9.80 9.72 19.6500 | 9.64 9.56 9.48 9.40 9.32 19.9000 | 9.24 9.15 9.07 8.99 8.91 20.1500 | 8.84 8.77 8.71 8.65 8.60 20.4000 | 8.56 8.52 8.49 8.46 8.44 20.6500 | 8.41 8.39 8.37 8.35 8.33 20.9000 | 8.31 8.30 8.28 8.26 8.25 21.1500 | 8.23 8.21 8.20 8.18 8.16 21.4000 | 8.15 8.13 8.12 8.10 8.08 21.6500 | 8.07 8.05 8.04 8.02 8.00 21.9000 | 7.99 7.97 7.96 7.94 7.92 22.1500 | 7.91 7.89 7.88 7.86 7.84 22.4000 | 7.83 7.81 7.80 7.78 7.76 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.91 Name.... POND1 IN Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6500 | 7.75 7.73 7.72 7.70 7.68 22.9000 | 7.67 7.65 7.64 7.62 7.60 23.1500 | 7.59 7.57 7.56 7.54 7.52 23.4000 | 7.51 7.49 7.48 7.46 7.44 23.6500 | 7.43 7.41 7.39 7.38 7.36 23.9000 | 7.35 7.33 7.29 7.18 6.92 24.1500 | 6.41 5.71 4.90 4.06 3.29 24.4000 | 2.61 2.03 1.57 1.21 .95 24.6500 | .74 .57 .44 .35 .27 24.9000 | .21 .16 .12 .10 .07 25.1500 | .06 .04 .03 .02 .02 25.4000 | .01 .01 .01 .00 .00 25.6500 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.92 Name.... POND1 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: POND1 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 20 ONSITE1 ONSITE1 25-yr ADDLINK 10 OFFSITE1 OFFSITE1 25-yr ADDLINK 30 OFFSITE2 OFFSITE2 25-yr ========================================================================== INFLOWS TO: POND1 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ONSITE1 25-yr 1177074 12.1500 273.32 OFFSITE1 25-yr 487984 12.1000 135.95 OFFSITE2 25-yr 445336 12.2000 96.12 TOTAL FLOW INTO: POND1 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- POND1 IN 25-yr 2110394 12.1500 491.03 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.93 Name.... POND1 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = POND1 IN HYG Tag = 25-yr ----------------------------------- Peak Discharge = 491.03 cfs Time to Peak = 12.1500 hrs HYG Volume = 2110394 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | .00 .00 .01 .02 .04 3.6500 | .06 .09 .12 .16 .20 3.9000 | .25 .30 .34 .39 .44 4.1500 | .50 .55 .60 .65 .71 4.4000 | .76 .82 .88 .94 1.00 4.6500 | 1.06 1.13 1.20 1.27 1.34 4.9000 | 1.41 1.48 1.56 1.63 1.71 5.1500 | 1.79 1.86 1.94 2.02 2.10 5.4000 | 2.18 2.27 2.35 2.43 2.51 5.6500 | 2.60 2.68 2.77 2.85 2.94 5.9000 | 3.03 3.11 3.20 3.29 3.38 6.1500 | 3.46 3.55 3.64 3.73 3.82 6.4000 | 3.91 4.01 4.10 4.19 4.28 6.6500 | 4.37 4.47 4.56 4.65 4.75 6.9000 | 4.84 4.94 5.03 5.13 5.22 7.1500 | 5.32 5.42 5.51 5.61 5.71 7.4000 | 5.80 5.90 6.00 6.10 6.19 7.6500 | 6.29 6.39 6.49 6.59 6.69 7.9000 | 6.79 6.89 6.99 7.09 7.20 8.1500 | 7.31 7.44 7.58 7.74 7.91 8.4000 | 8.10 8.31 8.53 8.76 9.00 8.6500 | 9.24 9.50 9.76 10.02 10.29 8.9000 | 10.57 10.85 11.13 11.42 11.70 9.1500 | 11.98 12.24 12.48 12.71 12.91 9.4000 | 13.09 13.26 13.40 13.55 13.69 9.6500 | 13.85 14.02 14.23 14.48 14.77 9.9000 | 15.09 15.45 15.83 16.24 16.67 10.1500 | 17.13 17.62 18.14 18.69 19.28 10.4000 | 19.89 20.53 21.20 21.89 22.60 10.6500 | 23.36 24.16 25.02 25.92 26.90 10.9000 | 27.94 29.02 30.15 31.33 32.59 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.94 Name.... POND1 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.1500 | 33.96 35.48 37.17 39.08 41.20 11.4000 | 43.48 45.94 48.70 52.39 57.94 11.6500 | 67.23 81.56 104.49 137.90 183.12 11.9000 | 241.01 311.88 384.48 444.93 482.62 12.1500 | 491.03 468.69 428.65 381.00 331.52 12.4000 | 284.54 244.13 209.72 181.38 158.10 12.6500 | 139.07 123.03 109.58 98.21 88.87 12.9000 | 81.29 74.81 69.32 64.71 60.81 13.1500 | 57.38 54.39 51.71 49.32 47.24 13.4000 | 45.34 43.62 42.10 40.73 39.47 13.6500 | 38.30 37.20 36.16 35.21 34.31 13.9000 | 33.45 32.62 31.83 31.06 30.32 14.1500 | 29.62 28.96 28.36 27.81 27.32 14.4000 | 26.87 26.47 26.10 25.76 25.44 14.6500 | 25.14 24.85 24.57 24.30 24.03 14.9000 | 23.77 23.51 23.26 23.00 22.75 15.1500 | 22.50 22.25 22.00 21.76 21.51 15.4000 | 21.26 21.01 20.76 20.52 20.27 15.6500 | 20.02 19.77 19.52 19.28 19.03 15.9000 | 18.78 18.53 18.28 18.04 17.80 16.1500 | 17.56 17.34 17.14 16.95 16.78 16.4000 | 16.63 16.49 16.36 16.24 16.13 16.6500 | 16.02 15.92 15.82 15.72 15.63 16.9000 | 15.53 15.44 15.35 15.26 15.17 17.1500 | 15.08 14.99 14.90 14.81 14.72 17.4000 | 14.63 14.55 14.46 14.37 14.28 17.6500 | 14.19 14.10 14.01 13.92 13.84 17.9000 | 13.75 13.66 13.57 13.48 13.39 18.1500 | 13.30 13.22 13.13 13.04 12.95 18.4000 | 12.86 12.77 12.68 12.59 12.50 18.6500 | 12.42 12.33 12.24 12.15 12.06 18.9000 | 11.97 11.88 11.79 11.70 11.61 19.1500 | 11.52 11.44 11.35 11.26 11.17 19.4000 | 11.08 10.99 10.90 10.81 10.72 19.6500 | 10.63 10.54 10.45 10.37 10.28 19.9000 | 10.19 10.10 10.01 9.92 9.83 20.1500 | 9.75 9.67 9.60 9.54 9.49 20.4000 | 9.44 9.40 9.36 9.33 9.30 20.6500 | 9.28 9.25 9.23 9.21 9.19 20.9000 | 9.17 9.15 9.13 9.11 9.09 21.1500 | 9.07 9.06 9.04 9.02 9.00 21.4000 | 8.98 8.97 8.95 8.93 8.91 21.6500 | 8.90 8.88 8.86 8.84 8.83 21.9000 | 8.81 8.79 8.77 8.76 8.74 22.1500 | 8.72 8.70 8.68 8.67 8.65 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.95 Name.... POND1 IN Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4000 | 8.63 8.61 8.60 8.58 8.56 22.6500 | 8.54 8.53 8.51 8.49 8.47 22.9000 | 8.45 8.44 8.42 8.40 8.38 23.1500 | 8.37 8.35 8.33 8.31 8.29 23.4000 | 8.28 8.26 8.24 8.22 8.21 23.6500 | 8.19 8.17 8.15 8.14 8.12 23.9000 | 8.10 8.08 8.04 7.91 7.62 24.1500 | 7.07 6.29 5.40 4.48 3.62 24.4000 | 2.88 2.24 1.73 1.34 1.04 24.6500 | .81 .63 .49 .38 .30 24.9000 | .23 .18 .14 .11 .08 25.1500 | .06 .05 .04 .03 .02 25.4000 | .01 .01 .01 .00 .00 25.6500 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.96 Name.... POND1 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: POND1 IN HYG Directory: \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 20 ONSITE1 ONSITE1 100-yr ADDLINK 10 OFFSITE1 OFFSITE1 100-yr ADDLINK 30 OFFSITE2 OFFSITE2 100-yr ========================================================================== INFLOWS TO: POND1 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- ONSITE1 100-yr 1505099 12.1500 345.52 OFFSITE1 100-yr 623963 12.1000 171.48 OFFSITE2 100-yr 576773 12.2000 123.29 TOTAL FLOW INTO: POND1 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- POND1 IN 100-yr 2705836 12.1500 622.12 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.97 Name.... POND1 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = POND1 IN HYG Tag = 100-yr ----------------------------------- Peak Discharge = 622.12 cfs Time to Peak = 12.1500 hrs HYG Volume = 2705836 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8000 | .00 .00 .00 .01 .03 3.0500 | .05 .09 .13 .17 .23 3.3000 | .29 .35 .41 .48 .55 3.5500 | .62 .69 .76 .83 .90 3.8000 | .97 1.05 1.13 1.20 1.28 4.0500 | 1.36 1.45 1.53 1.62 1.71 4.3000 | 1.80 1.89 1.98 2.08 2.17 4.5500 | 2.27 2.37 2.47 2.57 2.67 4.8000 | 2.77 2.88 2.98 3.09 3.19 5.0500 | 3.30 3.40 3.51 3.62 3.73 5.3000 | 3.84 3.95 4.06 4.17 4.28 5.5500 | 4.39 4.50 4.62 4.73 4.84 5.8000 | 4.96 5.07 5.19 5.30 5.42 6.0500 | 5.54 5.65 5.77 5.89 6.01 6.3000 | 6.13 6.25 6.36 6.48 6.60 6.5500 | 6.73 6.85 6.97 7.09 7.21 6.8000 | 7.33 7.45 7.58 7.70 7.82 7.0500 | 7.95 8.07 8.19 8.32 8.44 7.3000 | 8.56 8.69 8.81 8.94 9.06 7.5500 | 9.19 9.31 9.44 9.56 9.69 7.8000 | 9.82 9.94 10.07 10.19 10.32 8.0500 | 10.45 10.58 10.73 10.89 11.08 8.3000 | 11.29 11.52 11.78 12.06 12.35 8.5500 | 12.66 12.98 13.31 13.65 14.00 8.8000 | 14.35 14.72 15.08 15.45 15.83 9.0500 | 16.21 16.58 16.94 17.29 17.61 9.3000 | 17.89 18.15 18.37 18.58 18.76 9.5500 | 18.93 19.10 19.29 19.51 19.77 9.8000 | 20.09 20.45 20.87 21.33 21.83 10.0500 | 22.36 22.93 23.53 24.17 24.85 10.3000 | 25.57 26.32 27.13 27.96 28.83 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.98 Name.... POND1 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.5500 | 29.72 30.65 31.64 32.68 33.78 10.8000 | 34.96 36.23 37.57 38.96 40.42 11.0500 | 41.95 43.58 45.34 47.30 49.47 11.3000 | 51.93 54.66 57.61 60.76 64.31 11.5500 | 69.06 76.21 88.19 106.65 136.10 11.8000 | 178.86 236.45 309.87 399.31 490.46 12.0500 | 565.96 612.51 622.12 593.08 541.88 12.3000 | 481.23 418.40 358.84 307.66 264.10 12.5500 | 228.24 198.81 174.75 154.49 137.51 12.8000 | 123.16 111.38 101.81 93.64 86.73 13.0500 | 80.93 76.01 71.70 67.94 64.56 13.3000 | 61.57 58.95 56.56 54.41 52.50 13.5500 | 50.79 49.21 47.74 46.36 45.07 13.8000 | 43.88 42.75 41.68 40.64 39.66 14.0500 | 38.70 37.77 36.89 36.07 35.32 14.3000 | 34.64 34.02 33.46 32.96 32.50 14.5500 | 32.08 31.68 31.30 30.94 30.59 14.8000 | 30.25 29.91 29.59 29.27 28.95 15.0500 | 28.63 28.31 28.00 27.69 27.38 15.3000 | 27.07 26.76 26.45 26.14 25.83 15.5500 | 25.52 25.21 24.90 24.59 24.29 15.8000 | 23.98 23.67 23.36 23.05 22.74 16.0500 | 22.43 22.13 21.84 21.56 21.31 16.3000 | 21.08 20.86 20.67 20.50 20.34 16.5500 | 20.19 20.05 19.92 19.79 19.67 16.8000 | 19.54 19.43 19.31 19.19 19.08 17.0500 | 18.97 18.85 18.74 18.63 18.52 17.3000 | 18.41 18.30 18.19 18.08 17.96 17.5500 | 17.85 17.74 17.63 17.52 17.41 17.8000 | 17.30 17.19 17.08 16.97 16.86 18.0500 | 16.75 16.64 16.53 16.42 16.31 18.3000 | 16.20 16.09 15.98 15.86 15.75 18.5500 | 15.64 15.53 15.42 15.31 15.20 18.8000 | 15.09 14.98 14.87 14.76 14.65 19.0500 | 14.54 14.42 14.31 14.20 14.09 19.3000 | 13.98 13.87 13.76 13.65 13.54 19.5500 | 13.42 13.31 13.20 13.09 12.98 19.8000 | 12.87 12.76 12.65 12.54 12.43 20.0500 | 12.32 12.21 12.11 12.01 11.92 20.3000 | 11.85 11.78 11.72 11.67 11.62 20.5500 | 11.59 11.55 11.52 11.49 11.46 20.8000 | 11.43 11.41 11.38 11.36 11.33 21.0500 | 11.31 11.29 11.26 11.24 11.22 21.3000 | 11.20 11.17 11.15 11.13 11.11 21.5500 | 11.09 11.06 11.04 11.02 11.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 16.99 Name.... POND1 IN Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.8000 | 10.98 10.95 10.93 10.91 10.89 22.0500 | 10.87 10.84 10.82 10.80 10.78 22.3000 | 10.75 10.73 10.71 10.69 10.67 22.5500 | 10.64 10.62 10.60 10.58 10.56 22.8000 | 10.53 10.51 10.49 10.47 10.45 23.0500 | 10.42 10.40 10.38 10.36 10.34 23.3000 | 10.31 10.29 10.27 10.25 10.22 23.5500 | 10.20 10.18 10.16 10.14 10.11 23.8000 | 10.09 10.07 10.05 10.03 9.97 24.0500 | 9.82 9.46 8.77 7.81 6.71 24.3000 | 5.56 4.50 3.57 2.79 2.15 24.5500 | 1.66 1.29 1.01 .78 .61 24.8000 | .47 .37 .29 .22 .17 25.0500 | .13 .10 .08 .06 .04 25.3000 | .03 .02 .02 .01 .01 25.5500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.100 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - POND1 IN 15-Yr Outflow HYG file = NONE STORED - POND1 OUT 15-Yr Pond Node Data = POND1 Pond Volume Data = POND1 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 600.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 440.41 cfs at 12.1500 hrs Peak Outflow = 132.89 cfs at 12.6500 hrs ----------------------------------------------------- Peak Elevation = 603.89 ft Peak Storage = 689393 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 1883248 - Infiltration = 0 - HYG Vol OUT = 1883216 - Retained Vol = 28 ---------- Unrouted Vol = -4 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.101 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = POND1 OUT HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 132.89 cfs Time to Peak = 12.6500 hrs HYG Volume = 1883216 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6500 | .00 .00 .00 .00 .00 3.9000 | .00 .00 .00 .00 .01 4.1500 | .01 .01 .02 .02 .03 4.4000 | .03 .04 .05 .05 .06 4.6500 | .07 .08 .09 .10 .12 4.9000 | .13 .14 .16 .17 .19 5.1500 | .20 .22 .24 .26 .28 5.4000 | .30 .32 .34 .36 .38 5.6500 | .41 .43 .46 .49 .51 5.9000 | .54 .57 .60 .63 .66 6.1500 | .69 .73 .76 .80 .83 6.4000 | .87 .90 .94 .98 1.02 6.6500 | 1.06 1.10 1.14 1.18 1.22 6.9000 | 1.26 1.31 1.35 1.39 1.45 7.1500 | 1.54 1.62 1.70 1.78 1.87 7.4000 | 1.95 2.03 2.12 2.20 2.28 7.6500 | 2.37 2.45 2.53 2.62 2.70 7.9000 | 2.78 2.87 2.95 3.04 3.12 8.1500 | 3.21 3.29 3.38 3.47 3.56 8.4000 | 3.65 3.75 3.84 3.94 4.05 8.6500 | 4.19 4.32 4.47 4.61 4.76 8.9000 | 4.91 5.07 5.23 5.39 5.55 9.1500 | 5.72 5.89 6.06 6.24 6.41 9.4000 | 6.59 6.76 6.94 7.11 7.28 9.6500 | 7.45 7.65 7.85 8.04 8.24 9.9000 | 8.44 8.65 8.86 9.07 9.30 10.1500 | 9.53 9.77 10.02 10.27 10.54 10.4000 | 10.82 11.12 11.43 11.78 12.15 10.6500 | 12.54 12.94 13.35 13.79 14.24 10.9000 | 14.72 15.22 15.74 16.32 16.95 11.1500 | 17.60 18.29 19.02 19.80 20.63 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.102 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.4000 | 21.57 22.60 23.71 24.92 26.30 11.6500 | 28.08 30.41 33.71 38.54 45.71 11.9000 | 56.09 70.71 85.06 92.42 99.96 12.1500 | 107.14 113.52 118.88 123.18 126.50 12.4000 | 128.96 130.70 131.86 132.55 132.87 12.6500 | 132.89 132.65 132.22 131.62 130.87 12.9000 | 130.01 129.05 128.01 126.90 125.74 13.1500 | 124.52 123.26 121.96 120.62 119.25 13.4000 | 117.85 116.43 114.99 113.52 112.04 13.6500 | 110.54 109.02 107.48 105.94 104.38 13.9000 | 102.80 101.22 99.62 98.02 96.39 14.1500 | 94.77 93.13 91.48 89.82 88.16 14.4000 | 86.48 84.80 83.12 79.48 74.98 14.6500 | 70.86 67.04 63.60 60.42 57.51 14.9000 | 54.85 52.37 50.12 48.03 46.07 15.1500 | 44.27 42.62 41.07 39.61 38.24 15.4000 | 37.00 35.83 34.72 33.67 32.67 15.6500 | 31.75 30.90 30.08 29.30 28.56 15.9000 | 27.85 27.17 26.51 25.92 25.35 16.1500 | 24.80 24.28 23.77 23.29 22.82 16.4000 | 22.37 21.94 21.52 21.13 20.76 16.6500 | 20.43 20.10 19.79 19.49 19.21 16.9000 | 18.93 18.66 18.41 18.16 17.92 17.1500 | 17.69 17.47 17.26 17.05 16.85 17.4000 | 16.66 16.48 16.29 16.12 15.95 17.6500 | 15.79 15.65 15.50 15.36 15.22 17.9000 | 15.09 14.96 14.83 14.70 14.57 18.1500 | 14.45 14.33 14.21 14.09 13.98 18.4000 | 13.87 13.75 13.64 13.54 13.43 18.6500 | 13.32 13.22 13.12 13.01 12.91 18.9000 | 12.81 12.71 12.61 12.52 12.42 19.1500 | 12.32 12.23 12.13 12.04 11.95 19.4000 | 11.86 11.76 11.67 11.58 11.49 19.6500 | 11.40 11.32 11.24 11.16 11.08 19.9000 | 11.00 10.92 10.84 10.76 10.68 20.1500 | 10.60 10.52 10.44 10.37 10.29 20.4000 | 10.21 10.14 10.07 10.00 9.93 20.6500 | 9.86 9.80 9.73 9.67 9.62 20.9000 | 9.56 9.50 9.45 9.40 9.35 21.1500 | 9.30 9.25 9.20 9.16 9.12 21.4000 | 9.07 9.03 8.99 8.95 8.91 21.6500 | 8.88 8.84 8.81 8.77 8.74 21.9000 | 8.70 8.67 8.64 8.61 8.58 22.1500 | 8.55 8.52 8.49 8.47 8.44 22.4000 | 8.41 8.39 8.36 8.34 8.31 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.103 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6500 | 8.29 8.26 8.24 8.21 8.19 22.9000 | 8.17 8.15 8.12 8.10 8.08 23.1500 | 8.06 8.04 8.02 8.00 7.98 23.4000 | 7.96 7.94 7.92 7.90 7.88 23.6500 | 7.86 7.84 7.82 7.80 7.78 23.9000 | 7.76 7.74 7.72 7.70 7.67 24.1500 | 7.63 7.56 7.46 7.34 7.20 24.4000 | 7.04 6.86 6.67 6.47 6.27 24.6500 | 6.06 5.86 5.66 5.46 5.26 24.9000 | 5.07 4.89 4.71 4.54 4.37 25.1500 | 4.21 4.05 3.93 3.81 3.70 25.4000 | 3.59 3.49 3.38 3.28 3.19 25.6500 | 3.09 3.00 2.91 2.83 2.74 25.9000 | 2.66 2.58 2.51 2.43 2.36 26.1500 | 2.29 2.23 2.16 2.10 2.03 26.4000 | 1.97 1.92 1.86 1.80 1.75 26.6500 | 1.70 1.65 1.60 1.55 1.51 26.9000 | 1.46 1.42 1.40 1.38 1.35 27.1500 | 1.33 1.31 1.29 1.27 1.25 27.4000 | 1.23 1.21 1.19 1.17 1.15 27.6500 | 1.13 1.11 1.09 1.07 1.06 27.9000 | 1.04 1.02 1.01 .99 .97 28.1500 | .96 .94 .93 .91 .90 28.4000 | .88 .87 .85 .84 .82 28.6500 | .81 .80 .78 .77 .76 28.9000 | .75 .73 .72 .71 .70 29.1500 | .69 .68 .67 .65 .64 29.4000 | .63 .62 .61 .60 .59 29.6500 | .58 .57 .56 .56 .55 29.9000 | .54 .53 .52 .51 .50 30.1500 | .49 .49 .48 .47 .46 30.4000 | .46 .45 .44 .43 .43 30.6500 | .42 .41 .41 .40 .39 30.9000 | .39 .38 .37 .37 .36 31.1500 | .36 .35 .34 .34 .33 31.4000 | .33 .32 .32 .31 .31 31.6500 | .30 .30 .29 .29 .28 31.9000 | .28 .27 .27 .26 .26 32.1500 | .26 .25 .25 .24 .24 32.4000 | .24 .23 .23 .22 .22 32.6500 | .22 .21 .21 .21 .20 32.9000 | .20 .20 .19 .19 .19 33.1500 | .18 .18 .18 .18 .17 33.4000 | .17 .17 .16 .16 .16 33.6500 | .16 .15 .15 .15 .15 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.104 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.9000 | .14 .14 .14 .14 .13 34.1500 | .13 .13 .13 .13 .12 34.4000 | .12 .12 .12 .12 .11 34.6500 | .11 .11 .11 .11 .10 34.9000 | .10 .10 .10 .10 .10 35.1500 | .10 .09 .09 .09 .09 35.4000 | .09 .09 .08 .08 .08 35.6500 | .08 .08 .08 .08 .08 35.9000 | .07 .07 .07 .07 .07 36.1500 | .07 .07 .07 .07 .06 36.4000 | .06 .06 .06 .06 .06 36.6500 | .06 .06 .06 .06 .05 36.9000 | .05 .05 .05 .05 .05 37.1500 | .05 .05 .05 .05 .05 37.4000 | .05 .04 .04 .04 .04 37.6500 | .04 .04 .04 .04 .04 37.9000 | .04 .04 .04 .04 .04 38.1500 | .04 .03 .03 .03 .03 38.4000 | .03 .03 .03 .03 .03 38.6500 | .03 .03 .03 .03 .03 38.9000 | .03 .03 .03 .03 .03 39.1500 | .03 .02 .02 .02 .02 39.4000 | .02 .02 .02 .02 .02 39.6500 | .02 .02 .02 .02 .02 39.9000 | .02 .02 .02 .02 .02 40.1500 | .02 .02 .02 .02 .02 40.4000 | .02 .02 .02 .02 .02 40.6500 | .02 .02 .01 .01 .01 40.9000 | .01 .01 .01 .01 .01 41.1500 | .01 .01 .01 .01 .01 41.4000 | .01 .01 .01 .01 .01 41.6500 | .01 .01 .01 .01 .01 41.9000 | .01 .01 .01 .01 .01 42.1500 | .01 .01 .01 .01 .01 42.4000 | .01 .01 .01 .01 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .00 44.1500 | .00 .00 .00 .00 .00 44.4000 | .00 .00 .00 .00 .00 44.6500 | .00 .00 .00 .00 .00 44.9000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.105 Name.... POND1 OUT Tag: 15-Yr Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.1500 | .00 .00 .00 .00 .00 45.4000 | .00 .00 .00 .00 .00 45.6500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.106 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - POND1 IN 25-yr Outflow HYG file = NONE STORED - POND1 OUT 25-yr Pond Node Data = POND1 Pond Volume Data = POND1 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 600.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 491.03 cfs at 12.1500 hrs Peak Outflow = 140.80 cfs at 12.6500 hrs ----------------------------------------------------- Peak Elevation = 604.37 ft Peak Storage = 784140 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 2110394 - Infiltration = 0 - HYG Vol OUT = 2110362 - Retained Vol = 28 ---------- Unrouted Vol = -4 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.107 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = POND1 OUT HYG Tag = 25-yr ----------------------------------- Peak Discharge = 140.80 cfs Time to Peak = 12.6500 hrs HYG Volume = 2110362 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.4000 | .00 .00 .00 .00 .00 3.6500 | .00 .00 .00 .01 .01 3.9000 | .01 .02 .02 .03 .03 4.1500 | .04 .05 .06 .07 .08 4.4000 | .09 .10 .11 .12 .14 4.6500 | .15 .17 .19 .20 .22 4.9000 | .24 .26 .28 .30 .32 5.1500 | .35 .37 .40 .42 .45 5.4000 | .48 .50 .53 .56 .60 5.6500 | .63 .66 .69 .73 .76 5.9000 | .80 .84 .88 .91 .95 6.1500 | .99 1.04 1.08 1.12 1.16 6.4000 | 1.21 1.25 1.30 1.35 1.39 6.6500 | 1.46 1.54 1.63 1.72 1.81 6.9000 | 1.89 1.98 2.07 2.16 2.25 7.1500 | 2.34 2.43 2.52 2.61 2.70 7.4000 | 2.79 2.88 2.97 3.06 3.15 7.6500 | 3.24 3.33 3.42 3.52 3.61 7.9000 | 3.70 3.79 3.89 3.98 4.08 8.1500 | 4.20 4.32 4.44 4.56 4.69 8.4000 | 4.81 4.94 5.07 5.21 5.35 8.6500 | 5.49 5.63 5.78 5.94 6.10 8.9000 | 6.26 6.43 6.60 6.78 6.96 9.1500 | 7.14 7.33 7.54 7.76 7.99 9.4000 | 8.21 8.43 8.64 8.86 9.07 9.6500 | 9.28 9.48 9.69 9.89 10.10 9.9000 | 10.32 10.53 10.76 10.99 11.23 10.1500 | 11.50 11.79 12.09 12.40 12.73 10.4000 | 13.07 13.43 13.79 14.18 14.58 10.6500 | 15.00 15.43 15.88 16.40 16.95 10.9000 | 17.51 18.11 18.73 19.38 20.07 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.108 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.1500 | 20.78 21.59 22.45 23.37 24.35 11.4000 | 25.40 26.54 27.83 29.24 30.86 11.6500 | 32.86 35.59 39.40 45.02 53.35 11.9000 | 65.34 82.07 89.49 97.36 105.38 12.1500 | 113.01 119.78 125.46 130.04 133.59 12.4000 | 136.25 138.15 139.45 140.26 140.68 12.6500 | 140.80 140.66 140.31 139.78 139.11 12.9000 | 138.32 137.43 136.46 135.41 134.30 13.1500 | 133.15 131.94 130.69 129.41 128.10 13.4000 | 126.75 125.38 123.99 122.57 121.13 13.6500 | 119.68 118.21 116.72 115.22 113.70 13.9000 | 112.17 110.63 109.07 107.50 105.92 14.1500 | 104.33 102.72 101.11 99.49 97.87 14.4000 | 96.23 94.59 92.96 91.30 89.64 14.6500 | 87.99 86.33 84.67 83.00 79.20 14.9000 | 74.78 70.74 66.99 63.62 60.49 15.1500 | 57.63 55.01 52.57 50.35 48.29 15.4000 | 46.37 44.58 42.95 41.42 39.97 15.6500 | 38.61 37.37 36.21 35.11 34.06 15.9000 | 33.07 32.12 31.27 30.46 29.68 16.1500 | 28.93 28.22 27.53 26.88 26.26 16.4000 | 25.70 25.17 24.66 24.17 23.70 16.6500 | 23.26 22.83 22.42 22.04 21.66 16.9000 | 21.31 20.97 20.66 20.37 20.09 17.1500 | 19.82 19.56 19.31 19.07 18.84 17.4000 | 18.61 18.39 18.18 17.98 17.78 17.6500 | 17.58 17.40 17.22 17.04 16.87 17.9000 | 16.70 16.54 16.38 16.23 16.07 18.1500 | 15.93 15.79 15.66 15.53 15.41 18.4000 | 15.28 15.16 15.04 14.92 14.80 18.6500 | 14.69 14.57 14.46 14.35 14.24 18.9000 | 14.13 14.02 13.91 13.80 13.69 19.1500 | 13.59 13.48 13.38 13.28 13.18 19.4000 | 13.07 12.97 12.87 12.77 12.67 19.6500 | 12.57 12.48 12.38 12.28 12.18 19.9000 | 12.09 11.99 11.89 11.80 11.70 20.1500 | 11.61 11.51 11.42 11.33 11.25 20.4000 | 11.18 11.10 11.02 10.95 10.88 20.6500 | 10.81 10.74 10.67 10.61 10.55 20.9000 | 10.48 10.43 10.37 10.31 10.26 21.1500 | 10.21 10.16 10.11 10.06 10.01 21.4000 | 9.97 9.93 9.88 9.84 9.80 21.6500 | 9.76 9.72 9.68 9.65 9.61 21.9000 | 9.58 9.54 9.51 9.48 9.44 22.1500 | 9.41 9.38 9.35 9.32 9.29 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.109 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4000 | 9.26 9.23 9.21 9.18 9.15 22.6500 | 9.13 9.10 9.07 9.05 9.02 22.9000 | 9.00 8.97 8.95 8.93 8.90 23.1500 | 8.88 8.86 8.83 8.81 8.79 23.4000 | 8.77 8.74 8.72 8.70 8.68 23.6500 | 8.66 8.64 8.62 8.59 8.57 23.9000 | 8.55 8.53 8.51 8.49 8.46 24.1500 | 8.41 8.33 8.22 8.08 7.90 24.4000 | 7.69 7.47 7.25 7.03 6.81 24.6500 | 6.59 6.37 6.15 5.93 5.72 24.9000 | 5.52 5.32 5.12 4.93 4.75 25.1500 | 4.57 4.40 4.24 4.08 3.95 25.4000 | 3.83 3.72 3.61 3.50 3.40 25.6500 | 3.30 3.20 3.11 3.02 2.93 25.9000 | 2.84 2.76 2.68 2.60 2.52 26.1500 | 2.45 2.38 2.31 2.24 2.17 26.4000 | 2.11 2.05 1.98 1.93 1.87 26.6500 | 1.81 1.76 1.71 1.66 1.61 26.9000 | 1.56 1.52 1.47 1.43 1.40 27.1500 | 1.38 1.36 1.33 1.31 1.29 27.4000 | 1.27 1.25 1.23 1.21 1.19 27.6500 | 1.17 1.15 1.13 1.11 1.09 27.9000 | 1.08 1.06 1.04 1.03 1.01 28.1500 | .99 .98 .96 .94 .93 28.4000 | .91 .90 .88 .87 .85 28.6500 | .84 .83 .81 .80 .79 28.9000 | .77 .76 .75 .74 .72 29.1500 | .71 .70 .69 .68 .67 29.4000 | .66 .65 .64 .62 .61 29.6500 | .60 .59 .59 .58 .57 29.9000 | .56 .55 .54 .53 .52 30.1500 | .51 .50 .50 .49 .48 30.4000 | .47 .46 .46 .45 .44 30.6500 | .43 .43 .42 .41 .41 30.9000 | .40 .39 .39 .38 .37 31.1500 | .37 .36 .36 .35 .35 31.4000 | .34 .33 .33 .32 .32 31.6500 | .31 .31 .30 .30 .29 31.9000 | .29 .28 .28 .27 .27 32.1500 | .27 .26 .26 .25 .25 32.4000 | .24 .24 .24 .23 .23 32.6500 | .22 .22 .22 .21 .21 32.9000 | .21 .20 .20 .20 .19 33.1500 | .19 .19 .18 .18 .18 33.4000 | .18 .17 .17 .17 .16 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.110 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.6500 | .16 .16 .16 .15 .15 33.9000 | .15 .15 .14 .14 .14 34.1500 | .14 .13 .13 .13 .13 34.4000 | .13 .12 .12 .12 .12 34.6500 | .12 .11 .11 .11 .11 34.9000 | .11 .11 .10 .10 .10 35.1500 | .10 .10 .10 .09 .09 35.4000 | .09 .09 .09 .09 .08 35.6500 | .08 .08 .08 .08 .08 35.9000 | .08 .08 .07 .07 .07 36.1500 | .07 .07 .07 .07 .07 36.4000 | .07 .06 .06 .06 .06 36.6500 | .06 .06 .06 .06 .06 36.9000 | .06 .05 .05 .05 .05 37.1500 | .05 .05 .05 .05 .05 37.4000 | .05 .05 .05 .04 .04 37.6500 | .04 .04 .04 .04 .04 37.9000 | .04 .04 .04 .04 .04 38.1500 | .04 .04 .04 .03 .03 38.4000 | .03 .03 .03 .03 .03 38.6500 | .03 .03 .03 .03 .03 38.9000 | .03 .03 .03 .03 .03 39.1500 | .03 .03 .03 .03 .02 39.4000 | .02 .02 .02 .02 .02 39.6500 | .02 .02 .02 .02 .02 39.9000 | .02 .02 .02 .02 .02 40.1500 | .02 .02 .02 .02 .02 40.4000 | .02 .02 .02 .02 .02 40.6500 | .02 .02 .02 .02 .02 40.9000 | .01 .01 .01 .01 .01 41.1500 | .01 .01 .01 .01 .01 41.4000 | .01 .01 .01 .01 .01 41.6500 | .01 .01 .01 .01 .01 41.9000 | .01 .01 .01 .01 .01 42.1500 | .01 .01 .01 .01 .01 42.4000 | .01 .01 .01 .01 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .01 44.1500 | .01 .00 .00 .00 .00 44.4000 | .00 .00 .00 .00 .00 44.6500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.111 Name.... POND1 OUT Tag: 25-yr Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.9000 | .00 .00 .00 .00 .00 45.1500 | .00 .00 .00 .00 .00 45.4000 | .00 .00 .00 .00 .00 45.6500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 16.112 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr LEVEL POOL ROUTING SUMMARY HYG Dir = \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - POND1 IN 100-yr Outflow HYG file = NONE STORED - POND1 OUT 100-yr Pond Node Data = POND1 Pond Volume Data = POND1 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 600.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 622.12 cfs at 12.1500 hrs Peak Outflow = 159.25 cfs at 12.7000 hrs ----------------------------------------------------- Peak Elevation = 605.59 ft Peak Storage = 1036933 cu.ft ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 2705836 - Infiltration = 0 - HYG Vol OUT = 2705803 - Retained Vol = 28 ---------- Unrouted Vol = -5 cu.ft (.000% of Inflow Volume) S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.113 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = POND1 OUT HYG Tag = 100-yr ----------------------------------- Peak Discharge = 159.25 cfs Time to Peak = 12.7000 hrs HYG Volume = 2705803 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.8000 | .00 .00 .00 .00 .00 3.0500 | .00 .00 .00 .01 .01 3.3000 | .01 .02 .02 .03 .04 3.5500 | .05 .06 .07 .08 .09 3.8000 | .11 .12 .14 .15 .17 4.0500 | .19 .21 .23 .25 .28 4.3000 | .30 .33 .35 .38 .41 4.5500 | .44 .47 .50 .53 .57 4.8000 | .60 .64 .68 .72 .76 5.0500 | .80 .84 .88 .92 .97 5.3000 | 1.02 1.06 1.11 1.16 1.21 5.5500 | 1.26 1.31 1.37 1.42 1.52 5.8000 | 1.62 1.72 1.82 1.92 2.02 6.0500 | 2.12 2.23 2.33 2.43 2.54 6.3000 | 2.64 2.74 2.85 2.95 3.06 6.5500 | 3.17 3.27 3.38 3.49 3.60 6.8000 | 3.70 3.81 3.92 4.03 4.17 7.0500 | 4.31 4.45 4.59 4.73 4.87 7.3000 | 5.01 5.14 5.28 5.41 5.55 7.5500 | 5.68 5.82 5.95 6.09 6.22 7.8000 | 6.35 6.49 6.62 6.75 6.88 8.0500 | 7.02 7.15 7.28 7.42 7.58 8.3000 | 7.73 7.90 8.06 8.23 8.41 8.5500 | 8.59 8.78 8.97 9.17 9.37 8.8000 | 9.59 9.81 10.03 10.26 10.50 9.0500 | 10.74 10.99 11.25 11.52 11.82 9.3000 | 12.11 12.40 12.69 12.98 13.26 9.5500 | 13.54 13.81 14.08 14.34 14.61 9.8000 | 14.87 15.14 15.41 15.69 15.99 10.0500 | 16.32 16.67 17.02 17.39 17.78 10.3000 | 18.18 18.60 19.05 19.51 19.99 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.114 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.5500 | 20.49 21.03 21.62 22.24 22.88 10.8000 | 23.55 24.25 24.99 25.77 26.60 11.0500 | 27.51 28.46 29.45 30.50 31.61 11.3000 | 32.83 34.18 35.62 37.16 38.85 11.5500 | 40.76 42.95 45.68 49.38 54.63 11.8000 | 62.38 73.74 84.99 91.96 100.21 12.0500 | 109.22 118.34 126.96 134.59 140.98 12.3000 | 146.15 150.19 153.25 155.51 157.11 12.5500 | 158.19 158.85 159.19 159.25 159.09 12.8000 | 158.75 158.25 157.63 156.90 156.08 13.0500 | 155.19 154.23 153.21 152.15 151.05 13.3000 | 149.90 148.72 147.51 146.27 145.00 13.5500 | 143.71 142.40 141.07 139.71 138.34 13.8000 | 136.95 135.55 134.12 132.69 131.24 14.0500 | 129.77 128.29 126.80 125.30 123.78 14.3000 | 122.25 120.72 119.17 117.61 116.05 14.5500 | 114.49 112.92 111.34 109.76 108.18 14.8000 | 106.59 105.00 103.40 101.81 100.21 15.0500 | 98.60 97.00 95.40 93.79 92.18 15.3000 | 90.57 88.94 87.32 85.70 84.07 15.5500 | 82.33 77.77 73.57 69.71 66.15 15.8000 | 62.92 59.92 57.19 54.67 52.31 16.0500 | 50.16 48.17 46.29 44.55 42.96 16.3000 | 41.46 40.06 38.73 37.53 36.40 16.5500 | 35.34 34.35 33.40 32.51 31.70 16.8000 | 30.95 30.24 29.56 28.92 28.31 17.0500 | 27.73 27.18 26.66 26.18 25.73 17.3000 | 25.31 24.90 24.51 24.14 23.78 17.5500 | 23.44 23.11 22.79 22.49 22.19 17.8000 | 21.91 21.64 21.38 21.12 20.88 18.0500 | 20.66 20.44 20.23 20.03 19.83 18.3000 | 19.63 19.45 19.26 19.08 18.90 18.5500 | 18.73 18.56 18.39 18.23 18.06 18.8000 | 17.91 17.75 17.60 17.45 17.30 19.0500 | 17.15 17.00 16.86 16.72 16.58 19.3000 | 16.44 16.31 16.17 16.04 15.90 19.5500 | 15.78 15.66 15.54 15.43 15.31 19.8000 | 15.19 15.07 14.95 14.84 14.72 20.0500 | 14.60 14.49 14.37 14.26 14.14 20.3000 | 14.03 13.92 13.81 13.71 13.61 20.5500 | 13.51 13.41 13.32 13.23 13.14 20.8000 | 13.06 12.98 12.90 12.82 12.75 21.0500 | 12.68 12.61 12.54 12.48 12.42 21.3000 | 12.36 12.30 12.24 12.19 12.13 21.5500 | 12.08 12.03 11.98 11.94 11.89 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.115 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.8000 | 11.85 11.80 11.76 11.72 11.68 22.0500 | 11.64 11.60 11.56 11.52 11.49 22.3000 | 11.45 11.42 11.38 11.35 11.32 22.5500 | 11.29 11.26 11.23 11.21 11.18 22.8000 | 11.15 11.12 11.09 11.07 11.04 23.0500 | 11.01 10.99 10.96 10.93 10.91 23.3000 | 10.88 10.86 10.83 10.81 10.78 23.5500 | 10.76 10.73 10.71 10.68 10.66 23.8000 | 10.63 10.61 10.58 10.56 10.53 24.0500 | 10.51 10.47 10.41 10.31 10.18 24.3000 | 10.00 9.78 9.53 9.25 8.95 24.5500 | 8.64 8.32 8.00 7.69 7.38 24.8000 | 7.12 6.87 6.62 6.38 6.15 25.0500 | 5.92 5.70 5.49 5.29 5.09 25.3000 | 4.90 4.72 4.54 4.37 4.20 25.5500 | 4.05 3.92 3.81 3.69 3.59 25.8000 | 3.48 3.38 3.28 3.18 3.09 26.0500 | 3.00 2.91 2.82 2.74 2.66 26.3000 | 2.58 2.50 2.43 2.36 2.29 26.5500 | 2.22 2.16 2.09 2.03 1.97 26.8000 | 1.91 1.86 1.80 1.75 1.70 27.0500 | 1.65 1.60 1.55 1.51 1.46 27.3000 | 1.42 1.40 1.37 1.35 1.33 27.5500 | 1.31 1.29 1.27 1.24 1.22 27.8000 | 1.20 1.18 1.16 1.15 1.13 28.0500 | 1.11 1.09 1.07 1.06 1.04 28.3000 | 1.02 1.00 .99 .97 .96 28.5500 | .94 .92 .91 .89 .88 28.8000 | .87 .85 .84 .82 .81 29.0500 | .80 .78 .77 .76 .75 29.3000 | .73 .72 .71 .70 .69 29.5500 | .68 .66 .65 .64 .63 29.8000 | .62 .61 .60 .59 .58 30.0500 | .57 .56 .55 .55 .54 30.3000 | .53 .52 .51 .50 .49 30.5500 | .49 .48 .47 .46 .46 30.8000 | .45 .44 .43 .43 .42 31.0500 | .41 .41 .40 .39 .39 31.3000 | .38 .37 .37 .36 .36 31.5500 | .35 .34 .34 .33 .33 31.8000 | .32 .32 .31 .31 .30 32.0500 | .30 .29 .29 .28 .28 32.3000 | .27 .27 .26 .26 .26 32.5500 | .25 .25 .24 .24 .24 32.8000 | .23 .23 .22 .22 .22 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.116 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.0500 | .21 .21 .21 .20 .20 33.3000 | .20 .19 .19 .19 .18 33.5500 | .18 .18 .17 .17 .17 33.8000 | .17 .16 .16 .16 .16 34.0500 | .15 .15 .15 .15 .14 34.3000 | .14 .14 .14 .13 .13 34.5500 | .13 .13 .13 .12 .12 34.8000 | .12 .12 .12 .11 .11 35.0500 | .11 .11 .11 .10 .10 35.3000 | .10 .10 .10 .10 .09 35.5500 | .09 .09 .09 .09 .09 35.8000 | .09 .08 .08 .08 .08 36.0500 | .08 .08 .08 .08 .07 36.3000 | .07 .07 .07 .07 .07 36.5500 | .07 .07 .06 .06 .06 36.8000 | .06 .06 .06 .06 .06 37.0500 | .06 .06 .06 .05 .05 37.3000 | .05 .05 .05 .05 .05 37.5500 | .05 .05 .05 .05 .05 37.8000 | .04 .04 .04 .04 .04 38.0500 | .04 .04 .04 .04 .04 38.3000 | .04 .04 .04 .04 .04 38.5500 | .03 .03 .03 .03 .03 38.8000 | .03 .03 .03 .03 .03 39.0500 | .03 .03 .03 .03 .03 39.3000 | .03 .03 .03 .03 .03 39.5500 | .02 .02 .02 .02 .02 39.8000 | .02 .02 .02 .02 .02 40.0500 | .02 .02 .02 .02 .02 40.3000 | .02 .02 .02 .02 .02 40.5500 | .02 .02 .02 .02 .02 40.8000 | .02 .02 .02 .02 .02 41.0500 | .02 .01 .01 .01 .01 41.3000 | .01 .01 .01 .01 .01 41.5500 | .01 .01 .01 .01 .01 41.8000 | .01 .01 .01 .01 .01 42.0500 | .01 .01 .01 .01 .01 42.3000 | .01 .01 .01 .01 .01 42.5500 | .01 .01 .01 .01 .01 42.8000 | .01 .01 .01 .01 .01 43.0500 | .01 .01 .01 .01 .01 43.3000 | .01 .01 .01 .01 .01 43.5500 | .01 .01 .01 .01 .01 43.8000 | .01 .01 .01 .01 .01 44.0500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 16.117 Name.... POND1 OUT Tag: 100-yr Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\CHURCHDEV.PPW Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.3000 | .01 .01 .01 .00 .00 44.5500 | .00 .00 .00 .00 .00 44.8000 | .00 .00 .00 .00 .00 45.0500 | .00 .00 .00 .00 .00 45.3000 | .00 .00 .00 .00 .00 45.5500 | .00 .00 .00 .00 .00 45.8000 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.118 Name.... ROUTE 1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 1 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 132.89 cfs Time to Peak = 12.6500 hrs HYG Volume = 1883216 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.9000 | .00 .00 .00 .00 .01 4.1500 | .01 .01 .02 .02 .03 4.4000 | .03 .04 .05 .05 .06 4.6500 | .07 .08 .09 .10 .12 4.9000 | .13 .14 .16 .17 .19 5.1500 | .20 .22 .24 .26 .28 5.4000 | .30 .32 .34 .36 .38 5.6500 | .41 .43 .46 .49 .51 5.9000 | .54 .57 .60 .63 .66 6.1500 | .69 .73 .76 .80 .83 6.4000 | .87 .90 .94 .98 1.02 6.6500 | 1.06 1.10 1.14 1.18 1.22 6.9000 | 1.26 1.31 1.35 1.39 1.45 7.1500 | 1.54 1.62 1.70 1.78 1.87 7.4000 | 1.95 2.03 2.12 2.20 2.28 7.6500 | 2.37 2.45 2.53 2.62 2.70 7.9000 | 2.78 2.87 2.95 3.04 3.12 8.1500 | 3.21 3.29 3.38 3.47 3.56 8.4000 | 3.65 3.75 3.84 3.94 4.05 8.6500 | 4.19 4.32 4.47 4.61 4.76 8.9000 | 4.91 5.07 5.23 5.39 5.55 9.1500 | 5.72 5.89 6.06 6.24 6.41 9.4000 | 6.59 6.76 6.94 7.11 7.28 9.6500 | 7.45 7.65 7.85 8.04 8.24 9.9000 | 8.44 8.65 8.86 9.07 9.30 10.1500 | 9.53 9.77 10.02 10.27 10.54 10.4000 | 10.82 11.12 11.43 11.78 12.15 10.6500 | 12.54 12.94 13.35 13.79 14.24 10.9000 | 14.72 15.22 15.74 16.32 16.95 11.1500 | 17.60 18.29 19.02 19.80 20.63 11.4000 | 21.57 22.60 23.71 24.92 26.30 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.119 Name.... ROUTE 1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.6500 | 28.08 30.41 33.71 38.54 45.71 11.9000 | 56.09 70.71 85.06 92.42 99.96 12.1500 | 107.14 113.52 118.88 123.18 126.50 12.4000 | 128.96 130.70 131.86 132.55 132.87 12.6500 | 132.89 132.65 132.22 131.62 130.87 12.9000 | 130.01 129.05 128.01 126.90 125.74 13.1500 | 124.52 123.26 121.96 120.62 119.25 13.4000 | 117.85 116.43 114.99 113.52 112.04 13.6500 | 110.54 109.02 107.48 105.94 104.38 13.9000 | 102.80 101.22 99.62 98.02 96.39 14.1500 | 94.77 93.13 91.48 89.82 88.16 14.4000 | 86.48 84.80 83.12 79.48 74.98 14.6500 | 70.86 67.04 63.60 60.42 57.51 14.9000 | 54.85 52.37 50.12 48.03 46.07 15.1500 | 44.27 42.62 41.07 39.61 38.24 15.4000 | 37.00 35.83 34.72 33.67 32.67 15.6500 | 31.75 30.90 30.08 29.30 28.56 15.9000 | 27.85 27.17 26.51 25.92 25.35 16.1500 | 24.80 24.28 23.77 23.29 22.82 16.4000 | 22.37 21.94 21.52 21.13 20.76 16.6500 | 20.43 20.10 19.79 19.49 19.21 16.9000 | 18.93 18.66 18.41 18.16 17.92 17.1500 | 17.69 17.47 17.26 17.05 16.85 17.4000 | 16.66 16.48 16.29 16.12 15.95 17.6500 | 15.79 15.65 15.50 15.36 15.22 17.9000 | 15.09 14.96 14.83 14.70 14.57 18.1500 | 14.45 14.33 14.21 14.09 13.98 18.4000 | 13.87 13.75 13.64 13.54 13.43 18.6500 | 13.32 13.22 13.12 13.01 12.91 18.9000 | 12.81 12.71 12.61 12.52 12.42 19.1500 | 12.32 12.23 12.13 12.04 11.95 19.4000 | 11.86 11.76 11.67 11.58 11.49 19.6500 | 11.40 11.32 11.24 11.16 11.08 19.9000 | 11.00 10.92 10.84 10.76 10.68 20.1500 | 10.60 10.52 10.44 10.37 10.29 20.4000 | 10.21 10.14 10.07 10.00 9.93 20.6500 | 9.86 9.80 9.73 9.67 9.62 20.9000 | 9.56 9.50 9.45 9.40 9.35 21.1500 | 9.30 9.25 9.20 9.16 9.12 21.4000 | 9.07 9.03 8.99 8.95 8.91 21.6500 | 8.88 8.84 8.81 8.77 8.74 21.9000 | 8.70 8.67 8.64 8.61 8.58 22.1500 | 8.55 8.52 8.49 8.47 8.44 22.4000 | 8.41 8.39 8.36 8.34 8.31 22.6500 | 8.29 8.26 8.24 8.21 8.19 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.120 Name.... ROUTE 1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.9000 | 8.17 8.15 8.12 8.10 8.08 23.1500 | 8.06 8.04 8.02 8.00 7.98 23.4000 | 7.96 7.94 7.92 7.90 7.88 23.6500 | 7.86 7.84 7.82 7.80 7.78 23.9000 | 7.76 7.74 7.72 7.70 7.67 24.1500 | 7.63 7.56 7.46 7.34 7.20 24.4000 | 7.04 6.86 6.67 6.47 6.27 24.6500 | 6.06 5.86 5.66 5.46 5.26 24.9000 | 5.07 4.89 4.71 4.54 4.37 25.1500 | 4.21 4.05 3.93 3.81 3.70 25.4000 | 3.59 3.49 3.38 3.28 3.19 25.6500 | 3.09 3.00 2.91 2.83 2.74 25.9000 | 2.66 2.58 2.51 2.43 2.36 26.1500 | 2.29 2.23 2.16 2.10 2.03 26.4000 | 1.97 1.92 1.86 1.80 1.75 26.6500 | 1.70 1.65 1.60 1.55 1.51 26.9000 | 1.46 1.42 1.40 1.38 1.35 27.1500 | 1.33 1.31 1.29 1.27 1.25 27.4000 | 1.23 1.21 1.19 1.17 1.15 27.6500 | 1.13 1.11 1.09 1.07 1.06 27.9000 | 1.04 1.02 1.01 .99 .97 28.1500 | .96 .94 .93 .91 .90 28.4000 | .88 .87 .85 .84 .82 28.6500 | .81 .80 .78 .77 .76 28.9000 | .75 .73 .72 .71 .70 29.1500 | .69 .68 .67 .65 .64 29.4000 | .63 .62 .61 .60 .59 29.6500 | .58 .57 .56 .56 .55 29.9000 | .54 .53 .52 .51 .50 30.1500 | .49 .49 .48 .47 .46 30.4000 | .46 .45 .44 .43 .43 30.6500 | .42 .41 .41 .40 .39 30.9000 | .39 .38 .37 .37 .36 31.1500 | .36 .35 .34 .34 .33 31.4000 | .33 .32 .32 .31 .31 31.6500 | .30 .30 .29 .29 .28 31.9000 | .28 .27 .27 .26 .26 32.1500 | .26 .25 .25 .24 .24 32.4000 | .24 .23 .23 .22 .22 32.6500 | .22 .21 .21 .21 .20 32.9000 | .20 .20 .19 .19 .19 33.1500 | .18 .18 .18 .18 .17 33.4000 | .17 .17 .16 .16 .16 33.6500 | .16 .15 .15 .15 .15 33.9000 | .14 .14 .14 .14 .13 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.121 Name.... ROUTE 1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 34.1500 | .13 .13 .13 .13 .12 34.4000 | .12 .12 .12 .12 .11 34.6500 | .11 .11 .11 .11 .10 34.9000 | .10 .10 .10 .10 .10 35.1500 | .10 .09 .09 .09 .09 35.4000 | .09 .09 .08 .08 .08 35.6500 | .08 .08 .08 .08 .08 35.9000 | .07 .07 .07 .07 .07 36.1500 | .07 .07 .07 .07 .06 36.4000 | .06 .06 .06 .06 .06 36.6500 | .06 .06 .06 .06 .05 36.9000 | .05 .05 .05 .05 .05 37.1500 | .05 .05 .05 .05 .05 37.4000 | .05 .04 .04 .04 .04 37.6500 | .04 .04 .04 .04 .04 37.9000 | .04 .04 .04 .04 .04 38.1500 | .04 .03 .03 .03 .03 38.4000 | .03 .03 .03 .03 .03 38.6500 | .03 .03 .03 .03 .03 38.9000 | .03 .03 .03 .03 .03 39.1500 | .03 .02 .02 .02 .02 39.4000 | .02 .02 .02 .02 .02 39.6500 | .02 .02 .02 .02 .02 39.9000 | .02 .02 .02 .02 .02 40.1500 | .02 .02 .02 .02 .02 40.4000 | .02 .02 .02 .02 .02 40.6500 | .02 .02 .01 .01 .01 40.9000 | .01 .01 .01 .01 .01 41.1500 | .01 .01 .01 .01 .01 41.4000 | .01 .01 .01 .01 .01 41.6500 | .01 .01 .01 .01 .01 41.9000 | .01 .01 .01 .01 .01 42.1500 | .01 .01 .01 .01 .01 42.4000 | .01 .01 .01 .01 .01 42.6500 | .01 .01 .01 .01 .01 42.9000 | .01 .01 .01 .01 .01 43.1500 | .01 .01 .01 .01 .01 43.4000 | .01 .01 .01 .01 .01 43.6500 | .01 .01 .01 .01 .01 43.9000 | .01 .01 .01 .01 .00 44.1500 | .00 .00 .00 .00 .00 44.4000 | .00 .00 .00 .00 .00 44.6500 | .00 .00 .00 .00 .00 44.9000 | .00 .00 .00 .00 .00 45.1500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.122 Name.... ROUTE 1 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.4000 | .00 .00 .00 .00 .00 45.6500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.123 Name.... ROUTE 1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 1 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 140.80 cfs Time to Peak = 12.6500 hrs HYG Volume = 2110361 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.6000 | .00 .00 .00 .00 .01 3.8500 | .01 .01 .02 .02 .03 4.1000 | .03 .04 .05 .06 .07 4.3500 | .08 .09 .10 .11 .12 4.6000 | .14 .15 .17 .19 .20 4.8500 | .22 .24 .26 .28 .30 5.1000 | .32 .35 .37 .40 .42 5.3500 | .45 .48 .50 .53 .56 5.6000 | .60 .63 .66 .69 .73 5.8500 | .76 .80 .84 .88 .91 6.1000 | .95 .99 1.04 1.08 1.12 6.3500 | 1.16 1.21 1.25 1.30 1.35 6.6000 | 1.39 1.46 1.54 1.63 1.72 6.8500 | 1.81 1.89 1.98 2.07 2.16 7.1000 | 2.25 2.34 2.43 2.52 2.61 7.3500 | 2.70 2.79 2.88 2.97 3.06 7.6000 | 3.15 3.24 3.33 3.42 3.52 7.8500 | 3.61 3.70 3.79 3.89 3.98 8.1000 | 4.08 4.20 4.32 4.44 4.56 8.3500 | 4.69 4.81 4.94 5.07 5.21 8.6000 | 5.35 5.49 5.63 5.78 5.94 8.8500 | 6.10 6.26 6.43 6.60 6.78 9.1000 | 6.96 7.14 7.33 7.54 7.76 9.3500 | 7.99 8.21 8.43 8.64 8.86 9.6000 | 9.07 9.28 9.48 9.69 9.89 9.8500 | 10.10 10.32 10.53 10.76 10.99 10.1000 | 11.23 11.50 11.79 12.09 12.40 10.3500 | 12.73 13.07 13.43 13.79 14.18 10.6000 | 14.58 15.00 15.43 15.88 16.40 10.8500 | 16.95 17.51 18.11 18.73 19.38 11.1000 | 20.07 20.78 21.59 22.45 23.37 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.124 Name.... ROUTE 1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.3500 | 24.35 25.40 26.54 27.83 29.24 11.6000 | 30.86 32.86 35.59 39.40 45.02 11.8500 | 53.35 65.34 82.07 89.49 97.36 12.1000 | 105.38 113.01 119.78 125.46 130.04 12.3500 | 133.59 136.25 138.15 139.45 140.26 12.6000 | 140.68 140.80 140.66 140.31 139.78 12.8500 | 139.11 138.32 137.43 136.46 135.41 13.1000 | 134.30 133.15 131.94 130.69 129.41 13.3500 | 128.10 126.75 125.38 123.99 122.57 13.6000 | 121.13 119.68 118.21 116.72 115.22 13.8500 | 113.70 112.17 110.63 109.07 107.50 14.1000 | 105.92 104.33 102.72 101.11 99.49 14.3500 | 97.87 96.23 94.59 92.96 91.30 14.6000 | 89.64 87.99 86.33 84.67 83.00 14.8500 | 79.20 74.78 70.74 66.99 63.62 15.1000 | 60.49 57.63 55.01 52.57 50.35 15.3500 | 48.29 46.37 44.58 42.95 41.42 15.6000 | 39.97 38.61 37.37 36.21 35.11 15.8500 | 34.06 33.07 32.12 31.27 30.46 16.1000 | 29.68 28.93 28.22 27.53 26.88 16.3500 | 26.26 25.70 25.17 24.66 24.17 16.6000 | 23.70 23.26 22.83 22.42 22.04 16.8500 | 21.66 21.31 20.97 20.66 20.37 17.1000 | 20.09 19.82 19.56 19.31 19.07 17.3500 | 18.84 18.61 18.39 18.18 17.98 17.6000 | 17.78 17.58 17.40 17.22 17.04 17.8500 | 16.87 16.70 16.54 16.38 16.23 18.1000 | 16.07 15.93 15.79 15.66 15.53 18.3500 | 15.41 15.28 15.16 15.04 14.92 18.6000 | 14.80 14.69 14.57 14.46 14.35 18.8500 | 14.24 14.13 14.02 13.91 13.80 19.1000 | 13.69 13.59 13.48 13.38 13.28 19.3500 | 13.18 13.07 12.97 12.87 12.77 19.6000 | 12.67 12.57 12.48 12.38 12.28 19.8500 | 12.18 12.09 11.99 11.89 11.80 20.1000 | 11.70 11.61 11.51 11.42 11.33 20.3500 | 11.25 11.18 11.10 11.02 10.95 20.6000 | 10.88 10.81 10.74 10.67 10.61 20.8500 | 10.55 10.48 10.43 10.37 10.31 21.1000 | 10.26 10.21 10.16 10.11 10.06 21.3500 | 10.01 9.97 9.93 9.88 9.84 21.6000 | 9.80 9.76 9.72 9.68 9.65 21.8500 | 9.61 9.58 9.54 9.51 9.48 22.1000 | 9.44 9.41 9.38 9.35 9.32 22.3500 | 9.29 9.26 9.23 9.21 9.18 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.125 Name.... ROUTE 1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.6000 | 9.15 9.13 9.10 9.07 9.05 22.8500 | 9.02 9.00 8.97 8.95 8.93 23.1000 | 8.90 8.88 8.86 8.83 8.81 23.3500 | 8.79 8.77 8.74 8.72 8.70 23.6000 | 8.68 8.66 8.64 8.62 8.59 23.8500 | 8.57 8.55 8.53 8.51 8.49 24.1000 | 8.46 8.41 8.33 8.22 8.08 24.3500 | 7.90 7.69 7.47 7.25 7.03 24.6000 | 6.81 6.59 6.37 6.15 5.93 24.8500 | 5.72 5.52 5.32 5.12 4.93 25.1000 | 4.75 4.57 4.40 4.24 4.08 25.3500 | 3.95 3.83 3.72 3.61 3.50 25.6000 | 3.40 3.30 3.20 3.11 3.02 25.8500 | 2.93 2.84 2.76 2.68 2.60 26.1000 | 2.52 2.45 2.38 2.31 2.24 26.3500 | 2.17 2.11 2.05 1.98 1.93 26.6000 | 1.87 1.81 1.76 1.71 1.66 26.8500 | 1.61 1.56 1.52 1.47 1.43 27.1000 | 1.40 1.38 1.36 1.33 1.31 27.3500 | 1.29 1.27 1.25 1.23 1.21 27.6000 | 1.19 1.17 1.15 1.13 1.11 27.8500 | 1.09 1.08 1.06 1.04 1.03 28.1000 | 1.01 .99 .98 .96 .94 28.3500 | .93 .91 .90 .88 .87 28.6000 | .85 .84 .83 .81 .80 28.8500 | .79 .77 .76 .75 .74 29.1000 | .72 .71 .70 .69 .68 29.3500 | .67 .66 .65 .64 .62 29.6000 | .61 .60 .59 .59 .58 29.8500 | .57 .56 .55 .54 .53 30.1000 | .52 .51 .50 .50 .49 30.3500 | .48 .47 .46 .46 .45 30.6000 | .44 .43 .43 .42 .41 30.8500 | .41 .40 .39 .39 .38 31.1000 | .37 .37 .36 .36 .35 31.3500 | .35 .34 .33 .33 .32 31.6000 | .32 .31 .31 .30 .30 31.8500 | .29 .29 .28 .28 .27 32.1000 | .27 .27 .26 .26 .25 32.3500 | .25 .24 .24 .24 .23 32.6000 | .23 .22 .22 .22 .21 32.8500 | .21 .21 .20 .20 .20 33.1000 | .19 .19 .19 .18 .18 33.3500 | .18 .18 .17 .17 .17 33.6000 | .16 .16 .16 .16 .15 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.126 Name.... ROUTE 1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.8500 | .15 .15 .15 .14 .14 34.1000 | .14 .14 .13 .13 .13 34.3500 | .13 .13 .12 .12 .12 34.6000 | .12 .12 .11 .11 .11 34.8500 | .11 .11 .11 .10 .10 35.1000 | .10 .10 .10 .10 .09 35.3500 | .09 .09 .09 .09 .09 35.6000 | .08 .08 .08 .08 .08 35.8500 | .08 .08 .08 .07 .07 36.1000 | .07 .07 .07 .07 .07 36.3500 | .07 .07 .06 .06 .06 36.6000 | .06 .06 .06 .06 .06 36.8500 | .06 .06 .05 .05 .05 37.1000 | .05 .05 .05 .05 .05 37.3500 | .05 .05 .05 .05 .04 37.6000 | .04 .04 .04 .04 .04 37.8500 | .04 .04 .04 .04 .04 38.1000 | .04 .04 .04 .04 .03 38.3500 | .03 .03 .03 .03 .03 38.6000 | .03 .03 .03 .03 .03 38.8500 | .03 .03 .03 .03 .03 39.1000 | .03 .03 .03 .03 .03 39.3500 | .02 .02 .02 .02 .02 39.6000 | .02 .02 .02 .02 .02 39.8500 | .02 .02 .02 .02 .02 40.1000 | .02 .02 .02 .02 .02 40.3500 | .02 .02 .02 .02 .02 40.6000 | .02 .02 .02 .02 .02 40.8500 | .02 .01 .01 .01 .01 41.1000 | .01 .01 .01 .01 .01 41.3500 | .01 .01 .01 .01 .01 41.6000 | .01 .01 .01 .01 .01 41.8500 | .01 .01 .01 .01 .01 42.1000 | .01 .01 .01 .01 .01 42.3500 | .01 .01 .01 .01 .01 42.6000 | .01 .01 .01 .01 .01 42.8500 | .01 .01 .01 .01 .01 43.1000 | .01 .01 .01 .01 .01 43.3500 | .01 .01 .01 .01 .01 43.6000 | .01 .01 .01 .01 .01 43.8500 | .01 .01 .01 .01 .01 44.1000 | .01 .01 .00 .00 .00 44.3500 | .00 .00 .00 .00 .00 44.6000 | .00 .00 .00 .00 .00 44.8500 | .00 .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.127 Name.... ROUTE 1 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.1000 | .00 .00 .00 .00 .00 45.3500 | .00 .00 .00 .00 .00 45.6000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.128 Name.... ROUTE 1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 1 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 159.25 cfs Time to Peak = 12.7000 hrs HYG Volume = 2705802 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.0000 | .00 .00 .00 .00 .01 3.2500 | .01 .01 .02 .02 .03 3.5000 | .04 .05 .06 .07 .08 3.7500 | .09 .11 .12 .14 .15 4.0000 | .17 .19 .21 .23 .25 4.2500 | .28 .30 .33 .35 .38 4.5000 | .41 .44 .47 .50 .53 4.7500 | .57 .60 .64 .68 .72 5.0000 | .76 .80 .84 .88 .92 5.2500 | .97 1.02 1.06 1.11 1.16 5.5000 | 1.21 1.26 1.31 1.37 1.42 5.7500 | 1.52 1.62 1.72 1.82 1.92 6.0000 | 2.02 2.12 2.23 2.33 2.43 6.2500 | 2.54 2.64 2.74 2.85 2.95 6.5000 | 3.06 3.17 3.27 3.38 3.49 6.7500 | 3.60 3.70 3.81 3.92 4.03 7.0000 | 4.17 4.31 4.45 4.59 4.73 7.2500 | 4.87 5.01 5.14 5.28 5.41 7.5000 | 5.55 5.68 5.82 5.95 6.09 7.7500 | 6.22 6.35 6.49 6.62 6.75 8.0000 | 6.88 7.02 7.15 7.28 7.42 8.2500 | 7.58 7.73 7.90 8.06 8.23 8.5000 | 8.41 8.59 8.78 8.97 9.17 8.7500 | 9.37 9.59 9.81 10.03 10.26 9.0000 | 10.50 10.74 10.99 11.25 11.52 9.2500 | 11.82 12.11 12.40 12.69 12.98 9.5000 | 13.26 13.54 13.81 14.08 14.34 9.7500 | 14.61 14.87 15.14 15.41 15.69 10.0000 | 15.99 16.32 16.67 17.02 17.39 10.2500 | 17.78 18.18 18.60 19.05 19.51 10.5000 | 19.99 20.49 21.03 21.62 22.24 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.129 Name.... ROUTE 1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7500 | 22.88 23.55 24.25 24.99 25.77 11.0000 | 26.60 27.51 28.46 29.45 30.50 11.2500 | 31.61 32.83 34.18 35.62 37.16 11.5000 | 38.85 40.76 42.95 45.68 49.38 11.7500 | 54.63 62.38 73.74 84.99 91.96 12.0000 | 100.21 109.22 118.34 126.96 134.59 12.2500 | 140.98 146.15 150.19 153.25 155.51 12.5000 | 157.11 158.19 158.85 159.19 159.25 12.7500 | 159.09 158.75 158.25 157.63 156.90 13.0000 | 156.08 155.19 154.23 153.21 152.15 13.2500 | 151.05 149.90 148.72 147.51 146.27 13.5000 | 145.00 143.71 142.40 141.07 139.71 13.7500 | 138.34 136.95 135.55 134.12 132.69 14.0000 | 131.24 129.77 128.29 126.80 125.30 14.2500 | 123.78 122.25 120.72 119.17 117.61 14.5000 | 116.05 114.49 112.92 111.34 109.76 14.7500 | 108.18 106.59 105.00 103.40 101.81 15.0000 | 100.21 98.60 97.00 95.40 93.79 15.2500 | 92.18 90.57 88.94 87.32 85.70 15.5000 | 84.07 82.33 77.77 73.57 69.71 15.7500 | 66.15 62.92 59.92 57.19 54.67 16.0000 | 52.31 50.16 48.17 46.29 44.55 16.2500 | 42.96 41.46 40.06 38.73 37.53 16.5000 | 36.40 35.34 34.35 33.40 32.51 16.7500 | 31.70 30.95 30.24 29.56 28.92 17.0000 | 28.31 27.73 27.18 26.66 26.18 17.2500 | 25.73 25.31 24.90 24.51 24.14 17.5000 | 23.78 23.44 23.11 22.79 22.49 17.7500 | 22.19 21.91 21.64 21.38 21.12 18.0000 | 20.88 20.66 20.44 20.23 20.03 18.2500 | 19.83 19.63 19.45 19.26 19.08 18.5000 | 18.90 18.73 18.56 18.39 18.23 18.7500 | 18.06 17.91 17.75 17.60 17.45 19.0000 | 17.30 17.15 17.00 16.86 16.72 19.2500 | 16.58 16.44 16.31 16.17 16.04 19.5000 | 15.90 15.78 15.66 15.54 15.43 19.7500 | 15.31 15.19 15.07 14.95 14.84 20.0000 | 14.72 14.60 14.49 14.37 14.26 20.2500 | 14.14 14.03 13.92 13.81 13.71 20.5000 | 13.61 13.51 13.41 13.32 13.23 20.7500 | 13.14 13.06 12.98 12.90 12.82 21.0000 | 12.75 12.68 12.61 12.54 12.48 21.2500 | 12.42 12.36 12.30 12.24 12.19 21.5000 | 12.13 12.08 12.03 11.98 11.94 21.7500 | 11.89 11.85 11.80 11.76 11.72 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.130 Name.... ROUTE 1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 11.68 11.64 11.60 11.56 11.52 22.2500 | 11.49 11.45 11.42 11.38 11.35 22.5000 | 11.32 11.29 11.26 11.23 11.21 22.7500 | 11.18 11.15 11.12 11.09 11.07 23.0000 | 11.04 11.01 10.99 10.96 10.93 23.2500 | 10.91 10.88 10.86 10.83 10.81 23.5000 | 10.78 10.76 10.73 10.71 10.68 23.7500 | 10.66 10.63 10.61 10.58 10.56 24.0000 | 10.53 10.51 10.47 10.41 10.31 24.2500 | 10.18 10.00 9.78 9.53 9.25 24.5000 | 8.95 8.64 8.32 8.00 7.69 24.7500 | 7.38 7.12 6.87 6.62 6.38 25.0000 | 6.15 5.92 5.70 5.49 5.29 25.2500 | 5.09 4.90 4.72 4.54 4.37 25.5000 | 4.20 4.05 3.92 3.81 3.69 25.7500 | 3.59 3.48 3.38 3.28 3.18 26.0000 | 3.09 3.00 2.91 2.82 2.74 26.2500 | 2.66 2.58 2.50 2.43 2.36 26.5000 | 2.29 2.22 2.16 2.09 2.03 26.7500 | 1.97 1.91 1.86 1.80 1.75 27.0000 | 1.70 1.65 1.60 1.55 1.51 27.2500 | 1.46 1.42 1.40 1.37 1.35 27.5000 | 1.33 1.31 1.29 1.27 1.24 27.7500 | 1.22 1.20 1.18 1.16 1.15 28.0000 | 1.13 1.11 1.09 1.07 1.06 28.2500 | 1.04 1.02 1.00 .99 .97 28.5000 | .96 .94 .92 .91 .89 28.7500 | .88 .87 .85 .84 .82 29.0000 | .81 .80 .78 .77 .76 29.2500 | .75 .73 .72 .71 .70 29.5000 | .69 .68 .66 .65 .64 29.7500 | .63 .62 .61 .60 .59 30.0000 | .58 .57 .56 .55 .55 30.2500 | .54 .53 .52 .51 .50 30.5000 | .49 .49 .48 .47 .46 30.7500 | .46 .45 .44 .43 .43 31.0000 | .42 .41 .41 .40 .39 31.2500 | .39 .38 .37 .37 .36 31.5000 | .36 .35 .34 .34 .33 31.7500 | .33 .32 .32 .31 .31 32.0000 | .30 .30 .29 .29 .28 32.2500 | .28 .27 .27 .26 .26 32.5000 | .26 .25 .25 .24 .24 32.7500 | .24 .23 .23 .22 .22 33.0000 | .22 .21 .21 .21 .20 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.131 Name.... ROUTE 1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 33.2500 | .20 .20 .19 .19 .19 33.5000 | .18 .18 .18 .17 .17 33.7500 | .17 .17 .16 .16 .16 34.0000 | .16 .15 .15 .15 .15 34.2500 | .14 .14 .14 .14 .13 34.5000 | .13 .13 .13 .13 .12 34.7500 | .12 .12 .12 .12 .11 35.0000 | .11 .11 .11 .11 .10 35.2500 | .10 .10 .10 .10 .10 35.5000 | .09 .09 .09 .09 .09 35.7500 | .09 .09 .08 .08 .08 36.0000 | .08 .08 .08 .08 .08 36.2500 | .07 .07 .07 .07 .07 36.5000 | .07 .07 .07 .06 .06 36.7500 | .06 .06 .06 .06 .06 37.0000 | .06 .06 .06 .06 .05 37.2500 | .05 .05 .05 .05 .05 37.5000 | .05 .05 .05 .05 .05 37.7500 | .05 .04 .04 .04 .04 38.0000 | .04 .04 .04 .04 .04 38.2500 | .04 .04 .04 .04 .04 38.5000 | .04 .03 .03 .03 .03 38.7500 | .03 .03 .03 .03 .03 39.0000 | .03 .03 .03 .03 .03 39.2500 | .03 .03 .03 .03 .03 39.5000 | .03 .02 .02 .02 .02 39.7500 | .02 .02 .02 .02 .02 40.0000 | .02 .02 .02 .02 .02 40.2500 | .02 .02 .02 .02 .02 40.5000 | .02 .02 .02 .02 .02 40.7500 | .02 .02 .02 .02 .02 41.0000 | .02 .02 .01 .01 .01 41.2500 | .01 .01 .01 .01 .01 41.5000 | .01 .01 .01 .01 .01 41.7500 | .01 .01 .01 .01 .01 42.0000 | .01 .01 .01 .01 .01 42.2500 | .01 .01 .01 .01 .01 42.5000 | .01 .01 .01 .01 .01 42.7500 | .01 .01 .01 .01 .01 43.0000 | .01 .01 .01 .01 .01 43.2500 | .01 .01 .01 .01 .01 43.5000 | .01 .01 .01 .01 .01 43.7500 | .01 .01 .01 .01 .01 44.0000 | .01 .01 .01 .01 .01 44.2500 | .01 .01 .01 .01 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.132 Name.... ROUTE 1 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.5000 | .00 .00 .00 .00 .00 44.7500 | .00 .00 .00 .00 .00 45.0000 | .00 .00 .00 .00 .00 45.2500 | .00 .00 .00 .00 .00 45.5000 | .00 .00 .00 .00 .00 45.7500 | .00 .00 .00 .00 .00 46.0000 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.133 Name.... ROUTE 10 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 10 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 77.35 cfs Time to Peak = 12.6000 hrs HYG Volume = 747901 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.9000 | .00 .00 .00 .00 .01 9.1500 | .01 .01 .02 .03 .04 9.4000 | .07 .12 .17 .23 .30 9.6500 | .38 .45 .53 .62 .70 9.9000 | .78 .87 .95 1.04 1.13 10.1500 | 1.22 1.26 1.31 1.37 1.44 10.4000 | 1.51 1.60 1.70 1.81 1.94 10.6500 | 2.08 2.22 2.38 2.55 2.74 10.9000 | 2.94 3.15 3.39 3.64 3.90 11.1500 | 4.20 4.52 4.85 5.22 5.60 11.4000 | 5.97 6.32 6.66 7.03 7.44 11.6500 | 7.95 8.65 9.69 11.31 13.93 11.9000 | 18.16 24.85 31.49 38.70 46.62 12.1500 | 54.04 59.97 64.60 68.38 71.52 12.4000 | 73.86 75.39 76.48 77.13 77.35 12.6500 | 77.20 76.73 75.99 75.05 73.96 12.9000 | 72.69 71.18 69.74 68.37 67.06 13.1500 | 65.81 64.50 62.97 61.25 59.47 13.4000 | 57.65 55.84 54.05 52.28 50.55 13.6500 | 48.88 47.24 45.45 43.23 40.69 13.9000 | 37.97 35.30 32.79 30.36 28.07 14.1500 | 25.68 23.17 21.23 19.67 18.42 14.4000 | 17.38 16.50 15.77 15.14 14.59 14.6500 | 14.13 13.72 13.35 13.03 12.75 14.9000 | 12.49 12.26 12.04 11.84 11.66 15.1500 | 11.49 11.34 11.19 11.04 10.91 15.4000 | 10.77 10.64 10.52 10.40 10.28 15.6500 | 10.17 10.05 9.94 9.83 9.72 15.9000 | 9.60 9.50 9.39 9.28 9.17 16.1500 | 9.06 8.95 8.85 8.74 8.64 16.4000 | 8.54 8.44 8.34 8.25 8.17 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.134 Name.... ROUTE 10 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.6500 | 8.09 8.01 7.94 7.87 7.81 16.9000 | 7.74 7.68 7.63 7.57 7.52 17.1500 | 7.47 7.42 7.37 7.32 7.28 17.4000 | 7.23 7.19 7.14 7.10 7.06 17.6500 | 7.02 6.97 6.90 6.83 6.77 17.9000 | 6.70 6.65 6.59 6.54 6.49 18.1500 | 6.45 6.40 6.36 6.31 6.27 18.4000 | 6.23 6.19 6.15 6.11 6.07 18.6500 | 6.02 5.98 5.94 5.90 5.86 18.9000 | 5.82 5.78 5.74 5.70 5.66 19.1500 | 5.63 5.59 5.55 5.51 5.47 19.4000 | 5.43 5.39 5.35 5.31 5.27 19.6500 | 5.23 5.19 5.15 5.10 5.06 19.9000 | 5.02 4.98 4.94 4.90 4.86 20.1500 | 4.82 4.78 4.74 4.70 4.66 20.4000 | 4.63 4.60 4.57 4.54 4.52 20.6500 | 4.50 4.48 4.46 4.44 4.43 20.9000 | 4.41 4.40 4.39 4.38 4.37 21.1500 | 4.36 4.35 4.34 4.33 4.32 21.4000 | 4.31 4.31 4.30 4.29 4.28 21.6500 | 4.27 4.27 4.26 4.25 4.24 21.9000 | 4.24 4.23 4.22 4.21 4.21 22.1500 | 4.20 4.19 4.18 4.17 4.17 22.4000 | 4.16 4.15 4.14 4.14 4.13 22.6500 | 4.12 4.11 4.10 4.10 4.09 22.9000 | 4.08 4.07 4.07 4.06 4.05 23.1500 | 4.04 4.03 4.03 4.02 4.01 23.4000 | 4.00 3.99 3.99 3.98 3.97 23.6500 | 3.96 3.96 3.95 3.94 3.93 23.9000 | 3.92 3.92 3.91 3.90 3.88 24.1500 | 3.85 3.79 3.69 3.54 3.35 24.4000 | 3.11 2.86 2.60 2.34 2.11 24.6500 | 1.89 1.68 1.51 1.34 1.14 24.9000 | .80 .61 .47 .38 .32 25.1500 | .27 .22 .19 .17 .15 25.4000 | .13 .11 .10 .09 .08 25.6500 | .08 .07 .06 .06 .05 25.9000 | .05 .05 .05 .04 .04 26.1500 | .04 .04 .04 .04 .03 26.4000 | .03 .03 .03 .03 .03 26.6500 | .03 .02 .02 .02 .02 26.9000 | .02 .02 .02 .02 .01 27.1500 | .01 .01 .01 .01 .01 27.4000 | .01 .01 .01 .01 .01 27.6500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.135 Name.... ROUTE 10 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.9000 | .01 .01 .00 .00 .00 28.1500 | .00 .00 .00 .00 .00 28.4000 | .00 .00 .00 .00 .00 28.6500 | .00 .00 .00 .00 .00 28.9000 | .00 .00 .00 .00 .00 29.1500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.136 Name.... ROUTE 10 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 10 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 86.46 cfs Time to Peak = 12.6500 hrs HYG Volume = 869349 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.4500 | .00 .00 .00 .00 .01 8.7000 | .01 .01 .02 .03 .04 8.9500 | .06 .10 .15 .20 .28 9.2000 | .36 .43 .53 .62 .71 9.4500 | .79 .89 .97 1.05 1.14 9.7000 | 1.22 1.25 1.29 1.33 1.38 9.9500 | 1.44 1.50 1.58 1.65 1.74 10.2000 | 1.84 1.95 2.07 2.19 2.32 10.4500 | 2.46 2.62 2.78 2.95 3.13 10.7000 | 3.33 3.54 3.76 4.01 4.27 10.9500 | 4.54 4.83 5.15 5.48 5.82 11.2000 | 6.13 6.42 6.70 7.00 7.32 11.4500 | 7.68 8.10 8.58 9.14 9.84 11.7000 | 10.80 12.22 14.39 17.83 23.24 11.9500 | 29.69 36.45 44.43 52.59 59.50 12.2000 | 65.21 70.29 74.60 78.01 80.97 12.4500 | 83.25 84.85 85.86 86.38 86.46 12.7000 | 86.13 85.41 84.39 83.13 81.68 12.9500 | 80.11 78.48 76.82 75.17 73.54 13.2000 | 71.69 69.90 68.31 66.86 65.51 13.4500 | 64.07 62.40 60.59 58.77 56.94 13.7000 | 55.13 53.35 51.59 49.89 48.24 13.9500 | 46.62 44.73 42.34 39.74 37.04 14.2000 | 34.48 32.05 29.65 27.46 24.95 14.4500 | 22.68 20.93 19.53 18.41 17.49 14.7000 | 16.72 16.07 15.52 15.04 14.63 14.9500 | 14.27 13.96 13.67 13.41 13.18 15.2000 | 12.96 12.77 12.58 12.41 12.24 15.4500 | 12.08 11.93 11.78 11.64 11.51 15.7000 | 11.37 11.24 11.11 10.98 10.85 15.9500 | 10.72 10.59 10.46 10.34 10.22 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.137 Name.... ROUTE 10 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.2000 | 10.10 9.97 9.85 9.74 9.62 16.4500 | 9.51 9.41 9.31 9.21 9.12 16.7000 | 9.03 8.95 8.87 8.80 8.73 16.9500 | 8.66 8.59 8.53 8.47 8.41 17.2000 | 8.36 8.30 8.25 8.20 8.15 17.4500 | 8.10 8.05 8.01 7.96 7.91 17.7000 | 7.87 7.82 7.78 7.73 7.69 17.9500 | 7.65 7.60 7.55 7.51 7.46 18.2000 | 7.42 7.37 7.33 7.28 7.24 18.4500 | 7.19 7.15 7.10 7.06 7.01 18.7000 | 6.95 6.88 6.80 6.73 6.66 18.9500 | 6.59 6.53 6.47 6.42 6.37 19.2000 | 6.32 6.27 6.22 6.17 6.12 19.4500 | 6.07 6.03 5.98 5.93 5.89 19.7000 | 5.84 5.79 5.75 5.70 5.66 19.9500 | 5.61 5.57 5.52 5.48 5.43 20.2000 | 5.39 5.34 5.30 5.26 5.22 20.4500 | 5.18 5.15 5.12 5.09 5.07 20.7000 | 5.04 5.02 5.00 4.99 4.97 20.9500 | 4.96 4.95 4.93 4.92 4.91 21.2000 | 4.90 4.89 4.88 4.87 4.86 21.4500 | 4.85 4.84 4.84 4.83 4.82 21.7000 | 4.81 4.80 4.79 4.78 4.77 21.9500 | 4.76 4.76 4.75 4.74 4.73 22.2000 | 4.72 4.71 4.70 4.69 4.69 22.4500 | 4.68 4.67 4.66 4.65 4.64 22.7000 | 4.63 4.62 4.61 4.61 4.60 22.9500 | 4.59 4.58 4.57 4.56 4.55 23.2000 | 4.54 4.53 4.53 4.52 4.51 23.4500 | 4.50 4.49 4.48 4.47 4.46 23.7000 | 4.46 4.45 4.44 4.43 4.42 23.9500 | 4.41 4.40 4.39 4.37 4.33 24.2000 | 4.26 4.14 3.96 3.73 3.47 24.4500 | 3.18 2.88 2.59 2.31 2.07 24.7000 | 1.83 1.63 1.46 1.29 1.02 24.9500 | .73 .55 .43 .36 .29 25.2000 | .24 .20 .18 .16 .14 25.4500 | .12 .11 .10 .09 .08 25.7000 | .07 .07 .06 .06 .05 25.9500 | .05 .05 .05 .04 .04 26.2000 | .04 .04 .04 .03 .03 26.4500 | .03 .03 .03 .03 .03 26.7000 | .02 .02 .02 .02 .02 26.9500 | .02 .02 .02 .02 .01 27.2000 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.138 Name.... ROUTE 10 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.4500 | .01 .01 .01 .01 .01 27.7000 | .01 .01 .01 .01 .01 27.9500 | .01 .00 .00 .00 .00 28.2000 | .00 .00 .00 .00 .00 28.4500 | .00 .00 .00 .00 .00 28.7000 | .00 .00 .00 .00 .00 28.9500 | .00 .00 .00 .00 .00 29.2000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.139 Name.... ROUTE 10 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 10 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 109.60 cfs Time to Peak = 12.6500 hrs HYG Volume = 1197950 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.4000 | .00 .00 .00 .00 .01 7.6500 | .01 .02 .02 .03 .04 7.9000 | .07 .11 .15 .19 .26 8.1500 | .32 .39 .45 .52 .60 8.4000 | .67 .74 .81 .89 .97 8.6500 | 1.05 1.13 1.22 1.25 1.30 8.9000 | 1.35 1.41 1.47 1.55 1.63 9.1500 | 1.71 1.81 1.92 2.02 2.13 9.4000 | 2.24 2.35 2.47 2.59 2.70 9.6500 | 2.81 2.92 3.03 3.14 3.26 9.9000 | 3.38 3.50 3.63 3.77 3.92 10.1500 | 4.09 4.26 4.45 4.64 4.84 10.4000 | 5.07 5.30 5.54 5.81 6.08 10.6500 | 6.31 6.53 6.74 6.95 7.18 10.9000 | 7.42 7.68 7.97 8.30 8.66 11.1500 | 9.05 9.48 9.96 10.48 11.06 11.4000 | 11.71 12.44 13.24 14.14 15.17 11.6500 | 16.44 18.12 20.56 24.24 28.87 11.9000 | 34.18 40.98 48.97 56.94 64.43 12.1500 | 71.91 78.27 84.24 89.76 94.59 12.4000 | 98.69 103.30 106.76 108.68 109.53 12.6500 | 109.60 109.09 108.13 106.83 105.26 12.9000 | 103.48 101.77 99.93 98.11 96.67 13.1500 | 95.07 93.39 91.64 89.86 87.96 13.4000 | 85.87 83.78 81.64 79.53 77.50 13.6500 | 75.56 73.71 71.69 69.77 68.10 13.9000 | 66.60 65.20 63.68 61.95 60.14 14.1500 | 58.31 56.49 54.70 52.94 51.22 14.4000 | 49.56 47.95 46.38 44.52 42.18 14.6500 | 39.67 37.09 34.67 32.42 30.21 14.9000 | 28.17 26.19 24.00 22.31 21.00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.140 Name.... ROUTE 10 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.1500 | 19.96 19.10 18.40 17.80 17.29 15.4000 | 16.85 16.47 16.12 15.81 15.53 15.6500 | 15.27 15.03 14.80 14.58 14.38 15.9000 | 14.19 14.00 13.81 13.62 13.44 16.1500 | 13.27 13.09 12.93 12.77 12.61 16.4000 | 12.46 12.31 12.17 12.04 11.91 16.6500 | 11.79 11.67 11.57 11.47 11.38 16.9000 | 11.29 11.20 11.12 11.04 10.96 17.1500 | 10.89 10.82 10.75 10.68 10.61 17.4000 | 10.55 10.48 10.42 10.36 10.30 17.6500 | 10.24 10.18 10.12 10.06 10.00 17.9000 | 9.94 9.88 9.83 9.77 9.71 18.1500 | 9.65 9.59 9.53 9.48 9.42 18.4000 | 9.36 9.30 9.24 9.18 9.12 18.6500 | 9.06 9.01 8.95 8.89 8.83 18.9000 | 8.77 8.71 8.65 8.59 8.53 19.1500 | 8.47 8.41 8.35 8.29 8.23 19.4000 | 8.18 8.12 8.06 8.00 7.94 19.6500 | 7.88 7.83 7.77 7.71 7.65 19.9000 | 7.60 7.54 7.48 7.42 7.36 20.1500 | 7.30 7.24 7.18 7.12 7.06 20.4000 | 6.99 6.91 6.83 6.75 6.69 20.6500 | 6.63 6.58 6.54 6.51 6.48 20.9000 | 6.45 6.43 6.41 6.39 6.37 21.1500 | 6.36 6.34 6.33 6.31 6.30 21.4000 | 6.29 6.28 6.26 6.25 6.24 21.6500 | 6.23 6.22 6.21 6.19 6.18 21.9000 | 6.17 6.16 6.15 6.14 6.12 22.1500 | 6.11 6.10 6.09 6.08 6.07 22.4000 | 6.05 6.04 6.03 6.02 6.01 22.6500 | 6.00 5.98 5.97 5.96 5.95 22.9000 | 5.94 5.92 5.91 5.90 5.89 23.1500 | 5.88 5.87 5.85 5.84 5.83 23.4000 | 5.82 5.81 5.80 5.78 5.77 23.6500 | 5.76 5.75 5.74 5.72 5.71 23.9000 | 5.70 5.69 5.68 5.66 5.64 24.1500 | 5.58 5.48 5.32 5.07 4.75 24.4000 | 4.39 3.98 3.58 3.19 2.83 24.6500 | 2.50 2.21 1.95 1.72 1.53 24.9000 | 1.35 1.14 .79 .59 .45 25.1500 | .37 .30 .25 .21 .18 25.4000 | .15 .14 .12 .11 .10 25.6500 | .09 .08 .07 .06 .06 25.9000 | .05 .05 .05 .05 .05 26.1500 | .04 .04 .04 .04 .04 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.141 Name.... ROUTE 10 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.4000 | .03 .03 .03 .03 .03 26.6500 | .03 .03 .02 .02 .02 26.9000 | .02 .02 .02 .02 .02 27.1500 | .02 .01 .01 .01 .01 27.4000 | .01 .01 .01 .01 .01 27.6500 | .01 .01 .01 .01 .01 27.9000 | .01 .01 .01 .00 .00 28.1500 | .00 .00 .00 .00 .00 28.4000 | .00 .00 .00 .00 .00 28.6500 | .00 .00 .00 .00 .00 28.9000 | .00 .00 .00 .00 .00 29.1500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.142 Name.... ROUTE 2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 2 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 32.23 cfs Time to Peak = 12.4000 hrs HYG Volume = 273261 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.6500 | .00 .00 .00 .01 .01 6.9000 | .02 .02 .03 .04 .05 7.1500 | .06 .07 .08 .09 .10 7.4000 | .11 .12 .13 .14 .16 7.6500 | .17 .18 .19 .20 .21 7.9000 | .23 .24 .25 .26 .27 8.1500 | .29 .30 .31 .33 .35 8.4000 | .36 .38 .40 .42 .45 8.6500 | .47 .49 .52 .54 .57 8.9000 | .59 .62 .65 .68 .70 9.1500 | .73 .76 .79 .81 .84 9.4000 | .86 .88 .90 .93 .95 9.6500 | .97 .99 1.02 1.05 1.08 9.9000 | 1.12 1.16 1.21 1.25 1.30 10.1500 | 1.35 1.41 1.47 1.53 1.59 10.4000 | 1.66 1.73 1.81 1.89 1.97 10.6500 | 2.06 2.15 2.25 2.35 2.44 10.9000 | 2.56 2.68 2.80 2.94 3.08 11.1500 | 3.24 3.40 3.59 3.81 4.04 11.4000 | 4.29 4.58 4.87 5.22 5.67 11.6500 | 6.36 7.42 8.95 10.95 13.39 11.9000 | 15.61 18.13 20.94 23.75 26.28 12.1500 | 28.38 29.98 31.08 31.77 32.12 12.4000 | 32.23 32.15 31.93 31.60 31.18 12.6500 | 30.69 30.12 29.49 28.82 28.09 12.9000 | 27.32 26.51 25.67 24.78 23.87 13.1500 | 22.91 21.93 20.92 19.88 18.82 13.4000 | 17.75 16.66 15.57 14.41 13.12 13.6500 | 11.46 9.88 8.47 7.26 6.34 13.9000 | 5.67 5.23 4.93 4.73 4.57 14.1500 | 4.43 4.32 4.22 4.14 4.07 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.143 Name.... ROUTE 2 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.4000 | 4.00 3.94 3.89 3.84 3.79 14.6500 | 3.75 3.71 3.67 3.63 3.60 14.9000 | 3.56 3.52 3.49 3.45 3.41 15.1500 | 3.38 3.34 3.30 3.27 3.23 15.4000 | 3.19 3.15 3.12 3.08 3.04 15.6500 | 3.01 2.97 2.93 2.90 2.86 15.9000 | 2.82 2.79 2.75 2.71 2.68 16.1500 | 2.64 2.60 2.57 2.55 2.52 16.4000 | 2.50 2.48 2.46 2.45 2.43 16.6500 | 2.42 2.40 2.39 2.37 2.36 16.9000 | 2.35 2.33 2.32 2.30 2.29 17.1500 | 2.28 2.27 2.25 2.24 2.23 17.4000 | 2.21 2.20 2.19 2.17 2.16 17.6500 | 2.15 2.13 2.12 2.11 2.09 17.9000 | 2.08 2.07 2.05 2.04 2.03 18.1500 | 2.02 2.00 1.99 1.98 1.96 18.4000 | 1.95 1.94 1.92 1.91 1.90 18.6500 | 1.88 1.87 1.86 1.84 1.83 18.9000 | 1.82 1.80 1.79 1.78 1.76 19.1500 | 1.75 1.74 1.72 1.71 1.69 19.4000 | 1.68 1.67 1.65 1.64 1.63 19.6500 | 1.61 1.60 1.59 1.57 1.56 19.9000 | 1.55 1.53 1.52 1.51 1.49 20.1500 | 1.48 1.47 1.46 1.45 1.44 20.4000 | 1.44 1.43 1.43 1.42 1.42 20.6500 | 1.42 1.41 1.41 1.41 1.40 20.9000 | 1.40 1.40 1.40 1.39 1.39 21.1500 | 1.39 1.39 1.38 1.38 1.38 21.4000 | 1.38 1.37 1.37 1.37 1.37 21.6500 | 1.36 1.36 1.36 1.35 1.35 21.9000 | 1.35 1.35 1.34 1.34 1.34 22.1500 | 1.34 1.33 1.33 1.33 1.33 22.4000 | 1.32 1.32 1.32 1.32 1.31 22.6500 | 1.31 1.31 1.31 1.30 1.30 22.9000 | 1.30 1.29 1.29 1.29 1.29 23.1500 | 1.28 1.28 1.28 1.28 1.27 23.4000 | 1.27 1.27 1.27 1.26 1.26 23.6500 | 1.26 1.26 1.25 1.25 1.25 23.9000 | 1.24 1.24 1.24 1.22 1.18 24.1500 | 1.09 .95 .78 .61 .45 24.4000 | .33 .24 .17 .12 .09 24.6500 | .06 .05 .03 .02 .02 24.9000 | .01 .01 .01 .00 .00 25.1500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.144 Name.... ROUTE 2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 2 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 34.38 cfs Time to Peak = 12.4000 hrs HYG Volume = 312030 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.2500 | .00 .00 .00 .01 .01 6.5000 | .02 .03 .04 .05 .06 6.7500 | .07 .08 .09 .10 .12 7.0000 | .13 .14 .15 .16 .18 7.2500 | .19 .20 .22 .23 .24 7.5000 | .25 .27 .28 .29 .31 7.7500 | .32 .34 .35 .36 .38 8.0000 | .39 .40 .42 .43 .45 8.2500 | .47 .49 .51 .53 .55 8.5000 | .58 .60 .63 .66 .68 8.7500 | .71 .74 .78 .81 .84 9.0000 | .87 .91 .94 .98 1.01 9.2500 | 1.04 1.07 1.10 1.13 1.15 9.5000 | 1.18 1.20 1.22 1.25 1.27 9.7500 | 1.31 1.34 1.38 1.43 1.48 10.0000 | 1.53 1.58 1.64 1.70 1.77 10.2500 | 1.83 1.91 1.98 2.07 2.15 10.5000 | 2.24 2.33 2.41 2.50 2.61 10.7500 | 2.71 2.83 2.96 3.10 3.25 11.0000 | 3.39 3.54 3.71 3.89 4.08 11.2500 | 4.29 4.54 4.80 5.09 5.42 11.5000 | 5.75 6.15 6.64 7.39 8.54 11.7500 | 10.16 12.33 14.52 16.81 19.53 12.0000 | 22.51 25.44 28.07 30.24 31.90 12.2500 | 33.06 33.80 34.21 34.38 34.35 12.5000 | 34.20 33.93 33.58 33.15 32.66 12.7500 | 32.10 31.50 30.86 30.18 29.45 13.0000 | 28.70 27.91 27.08 26.22 25.33 13.2500 | 24.42 23.47 22.50 21.50 20.48 13.5000 | 19.44 18.38 17.31 16.23 15.14 13.7500 | 13.95 12.57 10.89 9.43 8.09 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.145 Name.... ROUTE 2 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 14.0000 | 7.02 6.22 5.64 5.26 4.99 14.2500 | 4.82 4.69 4.58 4.49 4.42 14.5000 | 4.36 4.30 4.25 4.20 4.16 14.7500 | 4.11 4.07 4.03 3.99 3.95 15.0000 | 3.90 3.86 3.82 3.78 3.74 15.2500 | 3.69 3.65 3.61 3.57 3.53 15.5000 | 3.49 3.45 3.41 3.37 3.33 15.7500 | 3.28 3.24 3.20 3.15 3.11 16.0000 | 3.07 3.03 2.99 2.95 2.91 16.2500 | 2.88 2.85 2.82 2.79 2.77 16.5000 | 2.75 2.73 2.72 2.70 2.68 16.7500 | 2.67 2.65 2.64 2.62 2.61 17.0000 | 2.59 2.58 2.56 2.55 2.53 17.2500 | 2.52 2.50 2.49 2.47 2.46 17.5000 | 2.44 2.43 2.42 2.40 2.39 17.7500 | 2.37 2.36 2.34 2.32 2.31 18.0000 | 2.29 2.28 2.26 2.25 2.23 18.2500 | 2.22 2.20 2.19 2.17 2.16 18.5000 | 2.14 2.13 2.11 2.10 2.08 18.7500 | 2.07 2.05 2.04 2.02 2.01 19.0000 | 1.99 1.98 1.96 1.95 1.93 19.2500 | 1.92 1.90 1.89 1.87 1.86 19.5000 | 1.84 1.83 1.81 1.80 1.78 19.7500 | 1.77 1.75 1.74 1.72 1.71 20.0000 | 1.69 1.68 1.66 1.65 1.64 20.2500 | 1.63 1.62 1.61 1.60 1.60 20.5000 | 1.59 1.59 1.58 1.58 1.57 20.7500 | 1.57 1.57 1.57 1.56 1.56 21.0000 | 1.56 1.55 1.55 1.55 1.54 21.2500 | 1.54 1.54 1.54 1.53 1.53 21.5000 | 1.53 1.52 1.52 1.52 1.52 21.7500 | 1.51 1.51 1.51 1.50 1.50 22.0000 | 1.50 1.49 1.49 1.49 1.49 22.2500 | 1.48 1.48 1.48 1.47 1.47 22.5000 | 1.47 1.47 1.46 1.46 1.46 22.7500 | 1.45 1.45 1.45 1.44 1.44 23.0000 | 1.44 1.44 1.43 1.43 1.43 23.2500 | 1.42 1.42 1.42 1.42 1.41 23.5000 | 1.41 1.41 1.40 1.40 1.40 23.7500 | 1.39 1.39 1.39 1.39 1.38 24.0000 | 1.38 1.36 1.32 1.22 1.06 24.2500 | .87 .68 .50 .37 .26 24.5000 | .19 .14 .10 .07 .05 24.7500 | .04 .03 .02 .01 .01 25.0000 | .01 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.146 Name.... ROUTE 2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 2 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 77.06 cfs Time to Peak = 12.3000 hrs HYG Volume = 415166 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.3500 | .00 .00 .00 .01 .01 5.6000 | .02 .03 .04 .05 .07 5.8500 | .08 .09 .11 .12 .14 6.1000 | .15 .17 .18 .20 .21 6.3500 | .23 .24 .26 .28 .29 6.6000 | .31 .33 .34 .36 .38 6.8500 | .39 .41 .43 .44 .46 7.1000 | .48 .50 .51 .53 .55 7.3500 | .57 .59 .60 .62 .64 7.6000 | .66 .68 .70 .72 .74 7.8500 | .75 .77 .79 .81 .83 8.1000 | .85 .87 .90 .92 .95 8.3500 | .98 1.01 1.05 1.09 1.12 8.6000 | 1.16 1.21 1.25 1.29 1.34 8.8500 | 1.38 1.43 1.48 1.53 1.58 9.1000 | 1.63 1.68 1.73 1.77 1.81 9.3500 | 1.85 1.89 1.92 1.95 1.98 9.6000 | 2.01 2.04 2.08 2.12 2.17 9.8500 | 2.23 2.29 2.36 2.42 2.49 10.1000 | 2.57 2.65 2.73 2.83 2.93 10.3500 | 3.04 3.15 3.27 3.38 3.50 10.6000 | 3.63 3.77 3.92 4.06 4.22 10.8500 | 4.40 4.59 4.77 4.97 5.18 11.1000 | 5.41 5.64 5.90 6.19 6.49 11.3500 | 6.84 7.21 7.62 8.05 8.54 11.6000 | 9.15 10.02 11.31 13.13 14.98 11.8500 | 17.13 19.80 22.89 26.15 29.30 12.1000 | 32.09 34.40 51.53 76.85 77.06 12.3500 | 68.05 58.19 49.84 43.29 38.34 12.6000 | 35.34 34.95 34.60 34.18 33.71 12.8500 | 33.19 32.64 32.05 31.43 30.78 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.147 Name.... ROUTE 2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 13.1000 | 30.09 29.38 28.64 27.88 27.08 13.3500 | 26.27 25.43 24.56 23.68 22.77 13.6000 | 21.85 20.90 19.93 18.96 17.97 13.8500 | 16.97 15.97 14.97 13.88 12.65 14.1000 | 11.15 9.85 8.70 7.75 7.01 14.3500 | 6.48 6.12 5.86 5.69 5.57 14.6000 | 5.47 5.40 5.33 5.26 5.20 14.8500 | 5.15 5.09 5.04 4.98 4.93 15.1000 | 4.88 4.83 4.77 4.72 4.67 15.3500 | 4.61 4.56 4.50 4.45 4.40 15.6000 | 4.34 4.29 4.24 4.19 4.13 15.8500 | 4.08 4.03 3.97 3.92 3.86 16.1000 | 3.81 3.76 3.71 3.66 3.62 16.3500 | 3.59 3.56 3.53 3.50 3.48 16.6000 | 3.45 3.43 3.41 3.39 3.37 16.8500 | 3.35 3.33 3.31 3.30 3.28 17.1000 | 3.26 3.24 3.22 3.20 3.18 17.3500 | 3.16 3.14 3.12 3.10 3.09 17.6000 | 3.07 3.05 3.03 3.01 2.99 17.8500 | 2.97 2.95 2.93 2.92 2.90 18.1000 | 2.88 2.86 2.84 2.82 2.80 18.3500 | 2.78 2.76 2.75 2.73 2.71 18.6000 | 2.69 2.67 2.65 2.63 2.61 18.8500 | 2.59 2.57 2.55 2.53 2.51 19.1000 | 2.50 2.48 2.46 2.44 2.42 19.3500 | 2.40 2.38 2.36 2.34 2.32 19.6000 | 2.30 2.28 2.26 2.24 2.22 19.8500 | 2.20 2.18 2.16 2.15 2.13 20.1000 | 2.11 2.09 2.07 2.06 2.05 20.3500 | 2.04 2.03 2.02 2.01 2.01 20.6000 | 2.00 2.00 1.99 1.99 1.98 20.8500 | 1.98 1.98 1.97 1.97 1.97 21.1000 | 1.96 1.96 1.95 1.95 1.95 21.3500 | 1.94 1.94 1.94 1.93 1.93 21.6000 | 1.92 1.92 1.92 1.91 1.91 21.8500 | 1.91 1.90 1.90 1.89 1.89 22.1000 | 1.89 1.88 1.88 1.88 1.87 22.3500 | 1.87 1.86 1.86 1.86 1.85 22.6000 | 1.85 1.85 1.84 1.84 1.83 22.8500 | 1.83 1.83 1.82 1.82 1.82 23.1000 | 1.81 1.81 1.80 1.80 1.80 23.3500 | 1.79 1.79 1.79 1.78 1.78 23.6000 | 1.77 1.77 1.77 1.76 1.76 23.8500 | 1.76 1.75 1.75 1.74 1.72 24.1000 | 1.67 1.54 1.34 1.10 .86 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.148 Name.... ROUTE 2 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.3500 | .64 .46 .33 .24 .17 24.6000 | .13 .09 .07 .05 .03 24.8500 | .02 .02 .01 .01 .01 25.1000 | .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.149 Name.... ROUTE 20 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 20 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 9.10 cfs Time to Peak = 12.5000 hrs HYG Volume = 90257 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.0000 | .00 .00 .00 .01 .01 9.2500 | .02 .02 .03 .03 .04 9.5000 | .05 .05 .06 .07 .08 9.7500 | .08 .09 .10 .11 .12 10.0000 | .13 .14 .15 .16 .18 10.2500 | .19 .21 .22 .23 .25 10.5000 | .27 .29 .31 .33 .35 10.7500 | .38 .40 .43 .46 .49 11.0000 | .52 .56 .60 .64 .68 11.2500 | .73 .79 .84 .91 .98 11.5000 | 1.06 1.15 1.26 1.42 1.67 11.7500 | 2.04 2.58 3.34 4.31 5.09 12.0000 | 5.89 6.64 7.30 7.85 8.28 12.2500 | 8.60 8.83 8.97 9.05 9.09 12.5000 | 9.10 9.08 9.03 8.98 8.90 12.7500 | 8.82 8.72 8.61 8.49 8.37 13.0000 | 8.23 8.09 7.94 7.78 7.61 13.2500 | 7.44 7.25 7.06 6.86 6.65 13.5000 | 6.43 6.19 5.95 5.68 5.41 13.7500 | 5.13 4.83 4.53 4.15 3.71 14.0000 | 3.27 2.92 2.62 2.37 2.16 14.2500 | 2.00 1.86 1.75 1.67 1.60 14.5000 | 1.55 1.50 1.47 1.44 1.42 14.7500 | 1.40 1.38 1.37 1.35 1.34 15.0000 | 1.32 1.31 1.29 1.28 1.26 15.2500 | 1.25 1.24 1.22 1.21 1.20 15.5000 | 1.18 1.17 1.16 1.14 1.13 15.7500 | 1.12 1.10 1.09 1.08 1.06 16.0000 | 1.05 1.04 1.02 1.01 .99 16.2500 | .98 .97 .96 .95 .94 16.5000 | .93 .93 .92 .91 .91 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.150 Name.... ROUTE 20 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.7500 | .90 .90 .89 .89 .88 17.0000 | .88 .87 .87 .86 .86 17.2500 | .85 .85 .85 .84 .84 17.5000 | .83 .83 .82 .82 .81 17.7500 | .81 .80 .80 .79 .79 18.0000 | .78 .78 .77 .77 .76 18.2500 | .76 .75 .75 .74 .74 18.5000 | .73 .73 .72 .72 .71 18.7500 | .71 .70 .70 .69 .69 19.0000 | .68 .68 .67 .67 .66 19.2500 | .66 .65 .65 .64 .64 19.5000 | .63 .63 .62 .62 .61 19.7500 | .61 .60 .60 .59 .59 20.0000 | .58 .58 .57 .57 .56 20.2500 | .56 .56 .55 .55 .55 20.5000 | .54 .54 .54 .54 .54 20.7500 | .54 .54 .53 .53 .53 21.0000 | .53 .53 .53 .53 .53 21.2500 | .53 .53 .53 .52 .52 21.5000 | .52 .52 .52 .52 .52 21.7500 | .52 .52 .52 .52 .51 22.0000 | .51 .51 .51 .51 .51 22.2500 | .51 .51 .51 .51 .50 22.5000 | .50 .50 .50 .50 .50 22.7500 | .50 .50 .50 .50 .50 23.0000 | .49 .49 .49 .49 .49 23.2500 | .49 .49 .49 .49 .49 23.5000 | .48 .48 .48 .48 .48 23.7500 | .48 .48 .48 .48 .48 24.0000 | .47 .47 .46 .44 .40 24.2500 | .35 .28 .22 .16 .11 24.5000 | .08 .06 .04 .03 .02 24.7500 | .02 .01 .01 .01 .00 25.0000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.151 Name.... ROUTE 20 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 20 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 9.69 cfs Time to Peak = 12.5000 hrs HYG Volume = 105179 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.5500 | .00 .00 .00 .01 .01 8.8000 | .01 .02 .02 .03 .04 9.0500 | .05 .05 .06 .07 .08 9.3000 | .09 .10 .10 .11 .12 9.5500 | .13 .14 .15 .15 .16 9.8000 | .17 .18 .20 .21 .22 10.0500 | .23 .25 .26 .28 .30 10.3000 | .31 .33 .35 .38 .40 10.5500 | .42 .44 .47 .50 .53 10.8000 | .56 .59 .63 .66 .71 11.0500 | .75 .79 .84 .89 .95 11.3000 | 1.02 1.09 1.16 1.25 1.34 11.5500 | 1.44 1.58 1.75 2.03 2.46 11.8000 | 3.09 3.96 4.78 5.57 6.38 12.0500 | 7.13 7.81 8.37 8.81 9.14 12.3000 | 9.37 9.53 9.62 9.67 9.69 12.5500 | 9.68 9.66 9.62 9.56 9.49 12.8000 | 9.42 9.33 9.23 9.13 9.02 13.0500 | 8.90 8.78 8.66 8.52 8.38 13.3000 | 8.23 8.08 7.92 7.75 7.58 13.5500 | 7.40 7.21 7.01 6.80 6.59 13.8000 | 6.36 6.13 5.87 5.60 5.33 14.0500 | 5.03 4.74 4.42 4.02 3.56 14.3000 | 3.17 2.84 2.55 2.32 2.14 14.5500 | 2.00 1.89 1.80 1.73 1.67 14.8000 | 1.63 1.59 1.56 1.54 1.51 15.0500 | 1.49 1.47 1.46 1.44 1.43 15.3000 | 1.41 1.39 1.38 1.36 1.35 15.5500 | 1.33 1.32 1.30 1.29 1.27 15.8000 | 1.25 1.24 1.22 1.21 1.19 16.0500 | 1.17 1.16 1.14 1.13 1.12 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.152 Name.... ROUTE 20 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.3000 | 1.10 1.09 1.08 1.07 1.06 16.5500 | 1.05 1.05 1.04 1.03 1.03 16.8000 | 1.02 1.01 1.01 1.00 1.00 17.0500 | .99 .98 .98 .97 .97 17.3000 | .96 .96 .95 .95 .94 17.5500 | .94 .93 .92 .92 .91 17.8000 | .91 .90 .90 .89 .89 18.0500 | .88 .87 .87 .86 .86 18.3000 | .85 .85 .84 .84 .83 18.5500 | .82 .82 .81 .81 .80 18.8000 | .80 .79 .79 .78 .77 19.0500 | .77 .76 .76 .75 .74 19.3000 | .74 .73 .73 .72 .72 19.5500 | .71 .70 .70 .69 .69 19.8000 | .68 .68 .67 .66 .66 20.0500 | .65 .65 .64 .64 .63 20.3000 | .63 .62 .62 .62 .62 20.5500 | .61 .61 .61 .61 .61 20.8000 | .61 .60 .60 .60 .60 21.0500 | .60 .60 .60 .60 .60 21.3000 | .59 .59 .59 .59 .59 21.5500 | .59 .59 .59 .59 .58 21.8000 | .58 .58 .58 .58 .58 22.0500 | .58 .58 .58 .58 .57 22.3000 | .57 .57 .57 .57 .57 22.5500 | .57 .57 .57 .56 .56 22.8000 | .56 .56 .56 .56 .56 23.0500 | .56 .56 .55 .55 .55 23.3000 | .55 .55 .55 .55 .55 23.5500 | .55 .54 .54 .54 .54 23.8000 | .54 .54 .54 .54 .54 24.0500 | .53 .52 .50 .45 .40 24.3000 | .32 .25 .18 .13 .09 24.5500 | .06 .05 .03 .03 .02 24.8000 | .01 .01 .01 .01 .00 25.0500 | .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.153 Name.... ROUTE 20 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 20 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 10.96 cfs Time to Peak = 12.5500 hrs HYG Volume = 145662 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.5000 | .00 .00 .00 .01 .01 7.7500 | .01 .02 .02 .03 .03 8.0000 | .04 .05 .05 .06 .07 8.2500 | .07 .08 .09 .09 .10 8.5000 | .11 .12 .13 .14 .15 8.7500 | .16 .17 .18 .20 .21 9.0000 | .22 .23 .25 .26 .27 9.2500 | .29 .30 .31 .33 .34 9.5000 | .35 .36 .37 .38 .39 9.7500 | .41 .42 .44 .45 .47 10.0000 | .49 .51 .54 .56 .58 10.2500 | .61 .64 .67 .70 .73 10.5000 | .77 .80 .83 .87 .91 10.7500 | .96 1.01 1.06 1.10 1.16 11.0000 | 1.22 1.28 1.35 1.41 1.49 11.2500 | 1.57 1.66 1.76 1.87 1.98 11.5000 | 2.11 2.26 2.43 2.68 3.05 11.7500 | 3.62 4.36 5.03 5.81 6.63 12.0000 | 7.46 8.23 8.91 9.49 9.94 12.2500 | 10.28 10.53 10.71 10.82 10.90 12.5000 | 10.94 10.96 10.96 10.94 10.92 12.7500 | 10.88 10.83 10.78 10.72 10.66 13.0000 | 10.59 10.51 10.43 10.35 10.27 13.2500 | 10.18 10.08 9.99 9.89 9.79 13.5000 | 9.68 9.57 9.46 9.34 9.22 13.7500 | 9.09 8.96 8.83 8.69 8.55 14.0000 | 8.40 8.24 8.08 7.91 7.74 14.2500 | 7.56 7.37 7.17 6.96 6.75 14.5000 | 6.53 6.30 6.06 5.80 5.54 14.7500 | 5.26 4.98 4.69 4.38 4.00 15.0000 | 3.58 3.22 2.92 2.67 2.47 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.154 Name.... ROUTE 20 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.2500 | 2.31 2.18 2.07 1.99 1.92 15.5000 | 1.87 1.82 1.78 1.75 1.72 15.7500 | 1.69 1.66 1.64 1.62 1.60 16.0000 | 1.57 1.55 1.53 1.51 1.49 16.2500 | 1.47 1.45 1.43 1.42 1.40 16.5000 | 1.39 1.38 1.37 1.36 1.35 16.7500 | 1.34 1.34 1.33 1.32 1.31 17.0000 | 1.31 1.30 1.29 1.28 1.27 17.2500 | 1.27 1.26 1.25 1.24 1.24 17.5000 | 1.23 1.22 1.22 1.21 1.20 17.7500 | 1.19 1.19 1.18 1.17 1.16 18.0000 | 1.16 1.15 1.14 1.14 1.13 18.2500 | 1.12 1.11 1.11 1.10 1.09 18.5000 | 1.08 1.08 1.07 1.06 1.05 18.7500 | 1.05 1.04 1.03 1.03 1.02 19.0000 | 1.01 1.00 .99 .99 .98 19.2500 | .97 .96 .96 .95 .94 19.5000 | .93 .93 .92 .91 .90 19.7500 | .90 .89 .88 .87 .87 20.0000 | .86 .85 .84 .84 .83 20.2500 | .82 .82 .81 .81 .80 20.5000 | .80 .80 .80 .79 .79 20.7500 | .79 .79 .79 .78 .78 21.0000 | .78 .78 .78 .78 .78 21.2500 | .77 .77 .77 .77 .77 21.5000 | .77 .76 .76 .76 .76 21.7500 | .76 .76 .76 .75 .75 22.0000 | .75 .75 .75 .75 .75 22.2500 | .74 .74 .74 .74 .74 22.5000 | .74 .74 .73 .73 .73 22.7500 | .73 .73 .73 .73 .72 23.0000 | .72 .72 .72 .72 .72 23.2500 | .72 .71 .71 .71 .71 23.5000 | .71 .71 .71 .70 .70 23.7500 | .70 .70 .70 .70 .70 24.0000 | .69 .69 .68 .65 .60 24.2500 | .52 .43 .34 .25 .18 24.5000 | .12 .09 .06 .04 .03 24.7500 | .02 .02 .01 .01 .01 25.0000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.155 Name.... ROUTE 60 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 60 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 7.68 cfs Time to Peak = 12.7000 hrs HYG Volume = 158923 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.6000 | .00 .00 .00 .00 .01 9.8500 | .01 .01 .01 .02 .02 10.1000 | .02 .03 .04 .04 .05 10.3500 | .06 .07 .09 .10 .12 10.6000 | .14 .16 .18 .21 .24 10.8500 | .27 .31 .34 .38 .43 11.1000 | .48 .53 .59 .65 .72 11.3500 | .80 .88 .98 1.08 1.20 11.6000 | 1.35 1.56 1.89 2.25 2.62 11.8500 | 3.08 3.61 4.20 4.80 5.35 12.1000 | 5.81 6.18 6.45 6.65 6.78 12.3500 | 6.87 6.94 6.99 7.02 7.16 12.6000 | 7.43 7.67 7.68 7.55 7.38 12.8500 | 7.24 7.08 7.03 7.02 7.01 13.1000 | 6.99 6.98 6.96 6.95 6.93 13.3500 | 6.91 6.89 6.87 6.85 6.83 13.6000 | 6.81 6.79 6.77 6.75 6.72 13.8500 | 6.70 6.67 6.65 6.62 6.60 14.1000 | 6.57 6.54 6.51 6.48 6.45 14.3500 | 6.42 6.39 6.36 6.33 6.30 14.6000 | 6.27 6.24 6.21 6.17 6.14 14.8500 | 6.11 6.07 6.04 6.01 5.97 15.1000 | 5.94 5.90 5.86 5.83 5.79 15.3500 | 5.75 5.71 5.68 5.64 5.60 15.6000 | 5.56 5.52 5.48 5.43 5.39 15.8500 | 5.35 5.31 5.26 5.22 5.17 16.1000 | 5.13 5.08 5.03 4.98 4.94 16.3500 | 4.89 4.84 4.79 4.74 4.69 16.6000 | 4.63 4.58 4.53 4.48 4.42 16.8500 | 4.37 4.31 4.26 4.20 4.15 17.1000 | 4.09 4.03 3.98 3.92 3.86 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.156 Name.... ROUTE 60 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 17.3500 | 3.80 3.74 3.68 3.62 3.56 17.6000 | 3.50 3.44 3.38 3.32 3.25 17.8500 | 3.19 3.13 3.07 3.00 2.94 18.1000 | 2.88 2.82 2.75 2.69 2.63 18.3500 | 2.57 2.51 2.45 2.39 2.33 18.6000 | 2.27 2.21 2.16 2.09 2.02 18.8500 | 1.95 1.87 1.80 1.74 1.68 19.1000 | 1.63 1.58 1.54 1.50 1.46 19.3500 | 1.43 1.40 1.37 1.35 1.32 19.6000 | 1.30 1.28 1.26 1.24 1.23 19.8500 | 1.21 1.20 1.18 1.17 1.15 20.1000 | 1.14 1.13 1.11 1.10 1.09 20.3500 | 1.08 1.07 1.06 1.06 1.05 20.6000 | 1.04 1.04 1.03 1.02 1.02 20.8500 | 1.01 1.01 1.01 1.00 1.00 21.1000 | .99 .99 .99 .99 .98 21.3500 | .98 .98 .97 .97 .97 21.6000 | .97 .97 .96 .96 .96 21.8500 | .96 .95 .95 .95 .95 22.1000 | .95 .94 .94 .94 .94 22.3500 | .94 .94 .93 .93 .93 22.6000 | .93 .93 .92 .92 .92 22.8500 | .92 .92 .92 .91 .91 23.1000 | .91 .91 .91 .91 .90 23.3500 | .90 .90 .90 .90 .90 23.6000 | .89 .89 .89 .89 .89 23.8500 | .88 .88 .88 .88 .88 24.1000 | .87 .85 .83 .79 .74 24.3500 | .69 .64 .59 .54 .50 24.6000 | .46 .42 .39 .36 .33 24.8500 | .31 .28 .26 .24 .23 25.1000 | .21 .20 .19 .17 .16 25.3500 | .15 .14 .13 .13 .12 25.6000 | .11 .11 .10 .10 .09 25.8500 | .09 .08 .08 .07 .07 26.1000 | .07 .06 .06 .06 .05 26.3500 | .05 .05 .05 .04 .04 26.6000 | .04 .04 .04 .04 .04 26.8500 | .04 .04 .03 .03 .03 27.1000 | .03 .03 .03 .03 .03 27.3500 | .03 .03 .03 .02 .02 27.6000 | .02 .02 .02 .02 .02 27.8500 | .02 .02 .02 .02 .02 28.1000 | .02 .02 .02 .02 .02 28.3500 | .01 .01 .01 .01 .01 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.157 Name.... ROUTE 60 Event: 15 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 15-Yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 28.6000 | .01 .01 .01 .01 .01 28.8500 | .01 .01 .01 .01 .01 29.1000 | .01 .01 .01 .01 .01 29.3500 | .01 .01 .01 .01 .01 29.6000 | .01 .01 .01 .01 .01 29.8500 | .01 .01 .01 .01 .01 30.1000 | .01 .00 .00 .00 .00 30.3500 | .00 .00 .00 .00 .00 30.6000 | .00 .00 .00 .00 .00 30.8500 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.158 Name.... ROUTE 60 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 60 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 18.34 cfs Time to Peak = 12.4000 hrs HYG Volume = 186254 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.1500 | .00 .00 .00 .00 .01 9.4000 | .01 .01 .01 .02 .02 9.6500 | .02 .03 .03 .04 .04 9.9000 | .05 .06 .08 .09 .10 10.1500 | .12 .13 .15 .17 .19 10.4000 | .21 .24 .27 .30 .33 10.6500 | .36 .39 .43 .47 .52 10.9000 | .57 .62 .67 .73 .80 11.1500 | .86 .94 1.02 1.11 1.21 11.4000 | 1.31 1.44 1.57 1.72 1.91 11.6500 | 2.12 2.34 2.63 3.01 3.47 11.9000 | 4.01 4.60 5.20 5.75 6.22 12.1500 | 6.59 6.86 7.35 13.40 17.30 12.4000 | 18.34 17.74 16.50 15.08 13.66 12.6500 | 12.42 11.27 10.39 9.58 8.90 12.9000 | 8.42 7.98 7.57 7.30 7.11 13.1500 | 7.03 7.02 7.01 6.99 6.98 13.4000 | 6.97 6.95 6.93 6.92 6.90 13.6500 | 6.88 6.86 6.84 6.82 6.80 13.9000 | 6.78 6.76 6.73 6.71 6.69 14.1500 | 6.66 6.64 6.61 6.59 6.56 14.4000 | 6.53 6.51 6.48 6.45 6.42 14.6500 | 6.40 6.37 6.34 6.31 6.28 14.9000 | 6.25 6.22 6.19 6.16 6.13 15.1500 | 6.10 6.06 6.03 6.00 5.96 15.4000 | 5.93 5.90 5.86 5.83 5.79 15.6500 | 5.75 5.72 5.68 5.64 5.60 15.9000 | 5.57 5.53 5.49 5.45 5.40 16.1500 | 5.36 5.32 5.28 5.24 5.19 16.4000 | 5.15 5.10 5.06 5.01 4.97 16.6500 | 4.92 4.87 4.83 4.78 4.73 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.159 Name.... ROUTE 60 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 16.9000 | 4.68 4.63 4.58 4.53 4.48 17.1500 | 4.43 4.38 4.33 4.28 4.23 17.4000 | 4.17 4.12 4.07 4.01 3.96 17.6500 | 3.90 3.85 3.79 3.74 3.68 17.9000 | 3.62 3.57 3.51 3.45 3.39 18.1500 | 3.34 3.28 3.22 3.16 3.10 18.4000 | 3.04 2.99 2.93 2.87 2.81 18.6500 | 2.75 2.69 2.64 2.58 2.52 18.9000 | 2.47 2.41 2.36 2.30 2.25 19.1500 | 2.20 2.15 2.08 2.02 1.95 19.4000 | 1.88 1.82 1.76 1.71 1.66 19.6500 | 1.61 1.57 1.54 1.50 1.47 19.9000 | 1.44 1.42 1.39 1.37 1.35 20.1500 | 1.32 1.31 1.29 1.27 1.26 20.4000 | 1.24 1.23 1.22 1.21 1.20 20.6500 | 1.19 1.18 1.17 1.17 1.16 20.9000 | 1.15 1.15 1.14 1.14 1.13 21.1500 | 1.13 1.12 1.12 1.12 1.11 21.4000 | 1.11 1.11 1.10 1.10 1.10 21.6500 | 1.09 1.09 1.09 1.09 1.08 21.9000 | 1.08 1.08 1.08 1.08 1.07 22.1500 | 1.07 1.07 1.07 1.06 1.06 22.4000 | 1.06 1.06 1.06 1.05 1.05 22.6500 | 1.05 1.05 1.05 1.04 1.04 22.9000 | 1.04 1.04 1.04 1.03 1.03 23.1500 | 1.03 1.03 1.03 1.02 1.02 23.4000 | 1.02 1.02 1.02 1.01 1.01 23.6500 | 1.01 1.01 1.01 1.00 1.00 23.9000 | 1.00 1.00 1.00 .99 .98 24.1500 | .97 .93 .89 .83 .78 24.4000 | .72 .66 .61 .56 .51 24.6500 | .47 .43 .40 .37 .34 24.9000 | .31 .29 .27 .25 .23 25.1500 | .22 .20 .19 .18 .16 25.4000 | .15 .14 .13 .13 .12 25.6500 | .11 .11 .10 .10 .09 25.9000 | .09 .08 .08 .07 .07 26.1500 | .07 .06 .06 .06 .05 26.4000 | .05 .05 .05 .04 .04 26.6500 | .04 .04 .04 .04 .04 26.9000 | .04 .04 .03 .03 .03 27.1500 | .03 .03 .03 .03 .03 27.4000 | .03 .03 .03 .02 .02 27.6500 | .02 .02 .02 .02 .02 27.9000 | .02 .02 .02 .02 .02 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.160 Name.... ROUTE 60 Event: 25 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 25-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 28.1500 | .02 .02 .02 .02 .02 28.4000 | .01 .01 .01 .01 .01 28.6500 | .01 .01 .01 .01 .01 28.9000 | .01 .01 .01 .01 .01 29.1500 | .01 .01 .01 .01 .01 29.4000 | .01 .01 .01 .01 .01 29.6500 | .01 .01 .01 .01 .01 29.9000 | .01 .01 .01 .01 .01 30.1500 | .01 .00 .00 .00 .00 30.4000 | .00 .00 .00 .00 .00 30.6500 | .00 .00 .00 .00 .00 30.9000 | .00 .00 .00 .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.161 Name.... ROUTE 60 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr DIVERTED HYDROGRAPH... HYG file = HYG ID = ROUTE 60 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 50.84 cfs Time to Peak = 12.2500 hrs HYG Volume = 260823 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.1500 | .00 .00 .00 .00 .01 8.4000 | .01 .01 .01 .02 .02 8.6500 | .02 .03 .03 .04 .04 8.9000 | .05 .06 .07 .09 .10 9.1500 | .11 .13 .14 .16 .18 9.4000 | .20 .22 .24 .26 .28 9.6500 | .30 .33 .35 .37 .40 9.9000 | .42 .45 .48 .51 .54 10.1500 | .58 .61 .65 .69 .73 10.4000 | .77 .82 .87 .92 .98 10.6500 | 1.03 1.09 1.16 1.23 1.30 10.9000 | 1.38 1.46 1.55 1.65 1.75 11.1500 | 1.85 1.97 2.06 2.16 2.25 11.4000 | 2.34 2.44 2.54 2.66 2.79 11.6500 | 2.96 3.19 3.50 3.89 4.36 11.9000 | 4.90 5.49 6.08 6.63 8.58 12.1500 | 33.93 49.08 50.84 46.12 39.66 12.4000 | 33.65 28.69 24.69 21.48 18.87 12.6500 | 16.72 14.99 13.56 12.41 11.42 12.9000 | 10.68 10.04 9.48 9.00 8.67 13.1500 | 8.35 8.06 7.77 7.51 7.34 13.4000 | 7.21 7.08 7.03 7.02 7.01 13.6500 | 7.00 6.99 6.98 6.97 6.96 13.9000 | 6.94 6.93 6.91 6.90 6.88 14.1500 | 6.87 6.85 6.83 6.81 6.79 14.4000 | 6.77 6.75 6.73 6.71 6.69 14.6500 | 6.67 6.65 6.63 6.61 6.59 14.9000 | 6.56 6.54 6.52 6.50 6.47 15.1500 | 6.45 6.43 6.40 6.38 6.35 15.4000 | 6.33 6.30 6.27 6.25 6.22 15.6500 | 6.19 6.16 6.14 6.11 6.08 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.162 Name.... ROUTE 60 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 15.9000 | 6.05 6.02 5.99 5.96 5.93 16.1500 | 5.89 5.86 5.83 5.80 5.76 16.4000 | 5.73 5.69 5.66 5.62 5.59 16.6500 | 5.55 5.52 5.48 5.45 5.41 16.9000 | 5.37 5.34 5.30 5.26 5.22 17.1500 | 5.18 5.15 5.11 5.07 5.03 17.4000 | 4.99 4.95 4.91 4.86 4.82 17.6500 | 4.78 4.74 4.70 4.65 4.61 17.9000 | 4.57 4.52 4.48 4.43 4.39 18.1500 | 4.34 4.30 4.25 4.20 4.16 18.4000 | 4.11 4.06 4.02 3.97 3.92 18.6500 | 3.87 3.82 3.77 3.72 3.67 18.9000 | 3.62 3.57 3.52 3.47 3.42 19.1500 | 3.37 3.32 3.27 3.21 3.16 19.4000 | 3.11 3.06 3.01 2.96 2.90 19.6500 | 2.85 2.80 2.75 2.70 2.65 19.9000 | 2.60 2.55 2.50 2.45 2.40 20.1500 | 2.35 2.31 2.26 2.21 2.17 20.4000 | 2.12 2.06 2.01 1.97 1.91 20.6500 | 1.86 1.81 1.77 1.74 1.71 20.9000 | 1.68 1.65 1.63 1.61 1.59 21.1500 | 1.57 1.55 1.54 1.53 1.51 21.4000 | 1.50 1.49 1.48 1.48 1.47 21.6500 | 1.46 1.45 1.45 1.44 1.44 21.9000 | 1.43 1.43 1.42 1.42 1.41 22.1500 | 1.41 1.40 1.40 1.40 1.39 22.4000 | 1.39 1.39 1.38 1.38 1.38 22.6500 | 1.37 1.37 1.37 1.36 1.36 22.9000 | 1.36 1.36 1.35 1.35 1.35 23.1500 | 1.34 1.34 1.34 1.34 1.33 23.4000 | 1.33 1.33 1.33 1.32 1.32 23.6500 | 1.32 1.31 1.31 1.31 1.31 23.9000 | 1.30 1.30 1.30 1.29 1.28 24.1500 | 1.26 1.21 1.15 1.08 1.00 24.4000 | .92 .84 .77 .70 .64 24.6500 | .59 .54 .49 .45 .41 24.9000 | .38 .35 .32 .30 .28 25.1500 | .26 .24 .22 .21 .19 25.4000 | .18 .17 .16 .15 .14 25.6500 | .13 .12 .12 .11 .10 25.9000 | .10 .09 .09 .08 .08 26.1500 | .08 .07 .07 .06 .06 26.4000 | .06 .05 .05 .05 .05 26.6500 | .05 .04 .04 .04 .04 26.9000 | .04 .04 .04 .04 .03 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 16.163 Name.... ROUTE 60 Event: 100 yr File.... \\3serverprs\pondpack\Elmer-jobs\Dierberg Tract\ Storm... TypeII 24hr Tag: 100-yr HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 27.1500 | .03 .03 .03 .03 .03 27.4000 | .03 .03 .03 .03 .03 27.6500 | .02 .02 .02 .02 .02 27.9000 | .02 .02 .02 .02 .02 28.1500 | .02 .02 .02 .02 .02 28.4000 | .02 .02 .01 .01 .01 28.6500 | .01 .01 .01 .01 .01 28.9000 | .01 .01 .01 .01 .01 29.1500 | .01 .01 .01 .01 .01 29.4000 | .01 .01 .01 .01 .01 29.6500 | .01 .01 .01 .01 .01 29.9000 | .01 .01 .01 .01 .01 30.1500 | .01 .01 .01 .00 .00 30.4000 | .00 .00 .00 .00 .00 30.6500 | .00 .00 .00 .00 .00 30.9000 | .00 .00 .00 .00 .00 31.1500 | .00 S/N: A21001D070C1 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Appendix A A-1 Index of Starting Page Numbers for ID Names ----- B ----- ----- C ----- BASIN2... 5.01, 6.01, 14.01, 16.01, CHN-CIR - 1... 8.01, 8.03 7.03, 7.04, 7.06, 7.07, 7.10, CHN-TRAPZ - 1... 8.04, 8.06 7.11 BASIN2 IN 15-Yr... 16.06, ----- J ----- 16.09, 16.12 J1 15-Yr... 10.01, 10.05, 10.09 BASIN2 OUT 15-Yr... 12.01, J2 15-Yr... 10.13, 10.19, 10.25 13.01, 16.16, 16.17, 12.03, 13.03, J3 15-Yr... 10.31, 10.37, 10.43 16.19, 16.20, 12.05, 13.05, 16.22, J4 15-Yr... 10.49, 10.55, 10.61 16.23 J5 15-Yr... 10.67, 10.74, 10.81 BASIN3A... 5.03, 6.02, 14.02, 7.14, J6 15-Yr... 10.88, 10.95, 10.102 7.15, 12.07, 13.07, 16.26, 7.17, 7.18, 12.11, 13.11, 16.27, 7.20, ----- O ----- 7.21, 12.15, 13.15, 16.28 OFFSITE1... 5.20, 6.09, 7.81, 7.82, BASIN3A IN 15-Yr... 11.01, 7.85, 7.86, 7.89, 7.90 11.05, 11.09 OFFSITE2... 5.24, 6.10, 7.93, 7.94, BASIN3A OUT 15-Yr... 11.13, 7.97, 7.98, 7.101, 7.102 11.17, 11.21 ONSITE1... 5.27, 6.11, 7.105, 7.106, BASIN3B... 5.06, 6.03, 14.03, 7.23, 7.109, 7.110, 7.113, 7.114 7.24, 12.19, 13.19, 16.29, 7.26, OUT1 15-Yr... 10.109, 10.116, 7.27, 12.23, 13.23, 16.30, 7.29, 10.123 7.30, 12.27, 13.27, 16.31 OUT2 15-Yr... 10.131, 10.135, BASIN3B IN 15-Yr... 11.25, 10.139 11.29, 11.33 Outlet 1... 15.01, 15.03, 15.07 BASIN3B OUT 15-Yr... 11.37, Outlet 2... 15.09, 15.12, 15.21 11.41, 11.45 Outlet 3... 15.24, 15.27, 15.378 BASIN4... 5.08, 6.04, 14.04, 16.32, Outlet 4... 15.459, 15.462, 15.468 7.32, 7.33, 7.35, 7.36, 7.38, Outlet 5... 15.470, 15.473, 15.483 7.39 Outlet 6... 15.486, 15.489, 15.504 BASIN4 IN 15-Yr... 16.37, 16.40, 16.43 ----- P ----- BASIN4 OUT 15-Yr... 12.31, POND1... 14.06, 16.84 13.31, 16.46, 16.47, 12.33, 13.33, POND1 IN 15-Yr... 16.88, 16.49, 16.50, 12.35, 13.35, 16.52, 16.92, 16.96 16.53 POND1 OUT 15-Yr... 12.45, BASIN5... 5.10, 6.05, 14.05, 16.55, 13.45, 16.100, 16.101, 12.49, 7.41, 7.42, 7.44, 7.45, 7.47, 13.49, 16.106, 16.107, 12.53, 7.48 13.53, 16.112, 16.113 BASIN5 IN 15-Yr... 16.63, 16.66, 16.69 ----- R ----- BASIN5 OUT 15-Yr... 12.37, REACH 10... 9.01, 9.04, 9.05, 9.10, 13.37, 16.72, 16.73, 12.39, 13.39, 9.11, 9.16, 9.17 16.76, 16.77, 12.42, 13.42, 16.80, REACH 20... 9.22, 9.25, 9.26, 9.31, 16.81 9.32, 9.37, 9.38 BYPASS1... 5.14, 6.06, 7.50, 7.51, REACH 30... 9.43, 9.46, 9.47, 9.53, 7.54, 7.55, 7.58, 7.59 9.54, 9.60, 9.61 BYPASS2... 5.16, 6.07, 7.62, 7.63, REACH 40... 9.67, 9.70, 9.71, 9.77, 7.65, 7.66, 7.68, 7.69 9.78, 9.84, 9.85 BYPASS3... 5.18, 6.08, 7.72, 7.73, REACH 50... 9.91, 9.94, 9.95, 9.98, 7.75, 7.76, 7.78, 7.79 9.99, 9.102, 9.103 S/N: PondPack Ver: Compute Time: Date: Appendix A A-2 Index of Starting Page Numbers (continued) REACH 60... 9.106, 9.109, 9.110, 9.116, 9.117, 9.124, 9.125 ROUTE 1 15-Yr... 16.118, 16.123, 16.128 ROUTE 10 15-Yr... 16.133, 16.136, 16.139 ROUTE 2 15-Yr... 16.142, 16.144, 16.146 ROUTE 20 15-Yr... 16.149, 16.151, 16.153 ROUTE 30 15-Yr... 11.49, 11.55, 11.61 ROUTE 60 15-Yr... 16.155, 16.158, 16.161 ----- S ----- St Charles Count... 3.01, 3.02 SUBAREA1... 5.29, 6.12, 7.117, 7.118, 7.121, 7.122, 7.125, 7.126 ----- T ----- TypeII 24hr 15-Yr... 4.01, 4.03, 4.05, 4.07, 4.09, 4.11 ----- W ----- Watershed... 1.01, 2.01, 2.03, 2.06, 2.08, 2.11, 2.13, 2.16 S/N: PondPack Ver: Compute Time: Date: