Job File: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Rain Dir: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================== JOB TITLE ========================== Project Date: 5/21/2004 Project Engineer: Elmer Krussel Project Title: Wyndgate Project Comments: Pre developed flows to creeks draining Wyndgate S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Table of Contents i Table of Contents ************************ WARNING MSG *********************** WARNING......... WARNING MESSAGES ................... 1.01 ********************** MASTER SUMMARY ********************** Watershed....... Master Network Summary ............. 2.01 *************** NETWORK SUMMARIES (DETAILED) *************** Watershed....... 15-Yr Executive Summary (Nodes) .......... 3.01 Executive Summary (Links) .......... 3.02 Watershed....... 25-yr Executive Summary (Nodes) .......... 3.04 Executive Summary (Links) .......... 3.05 Watershed....... 100-yr Executive Summary (Nodes) .......... 3.07 Executive Summary (Links) .......... 3.08 Network Calcs Sequence ............. 3.10 ****************** DESIGN STORMS SUMMARY ******************* St Charles Count Design Storms ...................... 4.01 St Charles Count 15-Yr Design Storms ...................... 4.02 ********************** RAINFALL DATA *********************** TypeII 24hr.... 15-Yr Synthetic Curve .................... 5.01 S/N: PondPack Ver: Compute Time: Date: Table of Contents ii Table of Contents (continued) Synthetic Cumulative Depth ......... 5.03 TypeII 24hr.... 25-yr Synthetic Curve .................... 5.05 Synthetic Cumulative Depth ......... 5.07 TypeII 24hr.... 100-yr Synthetic Curve .................... 5.09 Synthetic Cumulative Depth ......... 5.11 ********************** TC CALCULATIONS ********************* SUBAREA1........ Tc Calcs ........................... 6.01 SUBAREA2........ Tc Calcs ........................... 6.04 SUBAREA3........ Tc Calcs ........................... 6.07 SUBAREA4........ Tc Calcs ........................... 6.10 SUBAREA5........ Tc Calcs ........................... 6.13 SUBAREA6........ Tc Calcs ........................... 6.17 SUBAREA7........ Tc Calcs ........................... 6.20 ********************** CN CALCULATIONS ********************* SUBAREA1........ Runoff CN-Area ..................... 7.01 SUBAREA2........ Runoff CN-Area ..................... 7.02 SUBAREA3........ Runoff CN-Area ..................... 7.03 SUBAREA4........ Runoff CN-Area ..................... 7.04 SUBAREA5........ Runoff CN-Area ..................... 7.05 SUBAREA6........ Runoff CN-Area ..................... 7.06 SUBAREA7........ Runoff CN-Area ..................... 7.07 S/N: PondPack Ver: Compute Time: Date: Table of Contents iii Table of Contents (continued) ******************** RUNOFF HYDROGRAPHS ******************** Unit Hyd. Equations ................ 8.01 SUBAREA1........ 15-Yr Unit Hyd. Summary .................. 8.03 Unit Hyd. (HYG output) ............. 8.04 SUBAREA1........ 25-yr Unit Hyd. Summary .................. 8.07 Unit Hyd. (HYG output) ............. 8.08 SUBAREA1........ 100-yr Unit Hyd. Summary .................. 8.11 Unit Hyd. (HYG output) ............. 8.12 SUBAREA2........ 15-Yr Unit Hyd. Summary .................. 8.15 Unit Hyd. (HYG output) ............. 8.16 SUBAREA2........ 25-yr Unit Hyd. Summary .................. 8.18 Unit Hyd. (HYG output) ............. 8.19 SUBAREA2........ 100-yr Unit Hyd. Summary .................. 8.21 Unit Hyd. (HYG output) ............. 8.22 SUBAREA3........ 15-Yr Unit Hyd. Summary .................. 8.25 Unit Hyd. (HYG output) ............. 8.26 SUBAREA3........ 25-yr Unit Hyd. Summary .................. 8.28 Unit Hyd. (HYG output) ............. 8.29 SUBAREA3........ 100-yr Unit Hyd. Summary .................. 8.31 Unit Hyd. (HYG output) ............. 8.32 SUBAREA4........ 15-Yr Unit Hyd. Summary .................. 8.34 Unit Hyd. (HYG output) ............. 8.35 S/N: PondPack Ver: Compute Time: Date: Table of Contents iv Table of Contents (continued) SUBAREA4........ 25-yr Unit Hyd. Summary .................. 8.37 Unit Hyd. (HYG output) ............. 8.38 SUBAREA4........ 100-yr Unit Hyd. Summary .................. 8.40 Unit Hyd. (HYG output) ............. 8.41 SUBAREA5........ 15-Yr Unit Hyd. Summary .................. 8.43 Unit Hyd. (HYG output) ............. 8.44 SUBAREA5........ 25-yr Unit Hyd. Summary .................. 8.46 Unit Hyd. (HYG output) ............. 8.47 SUBAREA5........ 100-yr Unit Hyd. Summary .................. 8.49 Unit Hyd. (HYG output) ............. 8.50 SUBAREA6........ 15-Yr Unit Hyd. Summary .................. 8.52 Unit Hyd. (HYG output) ............. 8.53 SUBAREA6........ 25-yr Unit Hyd. Summary .................. 8.55 Unit Hyd. (HYG output) ............. 8.56 SUBAREA6........ 100-yr Unit Hyd. Summary .................. 8.58 Unit Hyd. (HYG output) ............. 8.59 SUBAREA7........ 15-Yr Unit Hyd. Summary .................. 8.61 Unit Hyd. (HYG output) ............. 8.62 SUBAREA7........ 25-yr Unit Hyd. Summary .................. 8.64 Unit Hyd. (HYG output) ............. 8.65 SUBAREA7........ 100-yr Unit Hyd. Summary .................. 8.67 Unit Hyd. (HYG output) ............. 8.68 ********************* CHANNEL ANALYSES ********************* CHN-TRAPZ - 1... Chn-Trapz. ......................... 9.01 S/N: PondPack Ver: Compute Time: Date: Table of Contents v Table of Contents (continued) Channel Equations .................. 9.03 CHN-TRAPZ - 2... Chn-Trapz. ......................... 9.04 Channel Equations .................. 9.06 ********************** REACH ROUTING *********************** REACH 1......... Reach E-V-Q Table ................. 10.01 REACH 1......... 15-Yr Reach Routing Summary ............. 10.04 Reach Routing (HYG output) ........ 10.05 REACH 1......... 25-yr Reach Routing Summary ............. 10.08 Reach Routing (HYG output) ........ 10.09 REACH 1......... 100-yr Reach Routing Summary ............. 10.12 Reach Routing (HYG output) ........ 10.13 REACH 2......... Reach E-V-Q Table ................. 10.16 REACH 2......... 15-Yr Reach Routing Summary ............. 10.19 Reach Routing (HYG output) ........ 10.20 REACH 2......... 25-yr Reach Routing Summary ............. 10.24 Reach Routing (HYG output) ........ 10.25 REACH 2......... 100-yr Reach Routing Summary ............. 10.29 Reach Routing (HYG output) ........ 10.30 REACH 3......... Reach E-V-Q Table ................. 10.34 REACH 3......... 15-Yr Reach Routing Summary ............. 10.37 Reach Routing (HYG output) ........ 10.38 REACH 3......... 25-yr Reach Routing Summary ............. 10.43 Reach Routing (HYG output) ........ 10.44 S/N: PondPack Ver: Compute Time: Date: Table of Contents vi Table of Contents (continued) REACH 3......... 100-yr Reach Routing Summary ............. 10.49 Reach Routing (HYG output) ........ 10.50 *********************** HYG ADDITION *********************** JUNC1........... 15-Yr Node: Addition Summary ............ 11.01 JUNC1........... 25-yr Node: Addition Summary ............ 11.05 JUNC1........... 100-yr Node: Addition Summary ............ 11.09 JUNC2........... 15-Yr Node: Addition Summary ............ 11.13 JUNC2........... 25-yr Node: Addition Summary ............ 11.17 JUNC2........... 100-yr Node: Addition Summary ............ 11.21 JUNC3........... 15-Yr Node: Addition Summary ............ 11.25 JUNC3........... 25-yr Node: Addition Summary ............ 11.30 JUNC3........... 100-yr Node: Addition Summary ............ 11.35 OUT1............ 15-Yr Node: Addition Summary ............ 11.40 OUT1............ 25-yr Node: Addition Summary ............ 11.46 OUT1............ 100-yr Node: Addition Summary ............ 11.52 OUT2............ 15-Yr Node: Addition Summary ............ 11.58 S/N: PondPack Ver: Compute Time: Date: Table of Contents vii Table of Contents (continued) OUT2............ 25-yr Node: Addition Summary ............ 11.61 OUT2............ 100-yr Node: Addition Summary ............ 11.64 S/N: PondPack Ver: Compute Time: Date: Type.... WARNING MESSAGES Page 1.01 Name.... WARNING Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% Computed peak flow = 85.28 cfs Interp. peak flow = 83.57 cfs (2.01% difference) Check SCS UH data for: Unit Hyd. SUBAREA7 Output increment for this subarea may be too large. Use Tools --> Options --> Project Options to change increment for entire project, or if you are running a watershed network analysis, use the GO button to change output increment. WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% Computed peak flow = 105.04 cfs Interp. peak flow = 102.80 cfs (2.13% difference) Check SCS UH data for: Unit Hyd. SUBAREA7 Output increment for this subarea may be too large. Use Tools --> Options --> Project Options to change increment for entire project, or if you are running a watershed network analysis, use the GO button to change output increment. S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 2.01 Name.... Watershed File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 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 ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ JUNC1 JCT 15 8222483 12.5500 1034.73 JUNC1 JCT 25 9509534 12.5500 1202.53 JUNC1 JCT 100 12974970 12.5500 1650.42 JUNC2 JCT 15 8688653 12.6000 1063.25 JUNC2 JCT 25 10062620 12.6000 1237.09 JUNC2 JCT 100 13768150 12.6000 1700.57 JUNC3 JCT 15 9686770 12.6500 1167.60 JUNC3 JCT 25 11235830 12.6500 1365.53 JUNC3 JCT 100 15420470 12.6000 1894.89 *OUT1 JCT 15 10354690 12.8000 1192.69 *OUT1 JCT 25 12036460 12.8000 1402.54 *OUT1 JCT 100 16591560 12.7500 1975.75 *OUT2 JCT 15 494759 12.1500 111.98 *OUT2 JCT 25 599168 12.1500 138.91 *OUT2 JCT 100 893629 12.1500 214.34 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 2.02 Name.... Watershed File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW 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 ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ SUBAREA1 AREA 15 6942341 12.6000 857.97 SUBAREA1 AREA 25 8025762 12.6000 997.04 SUBAREA1 AREA 100 10941700 12.6000 1368.25 SUBAREA2 AREA 15 1280135 12.3500 228.78 SUBAREA2 AREA 25 1483778 12.3500 266.16 SUBAREA2 AREA 100 2033274 12.3500 365.97 SUBAREA3 AREA 15 466214 12.1500 115.14 SUBAREA3 AREA 25 553124 12.1500 138.22 SUBAREA3 AREA 100 793217 12.1500 201.41 SUBAREA4 AREA 15 998188 12.4000 157.79 SUBAREA4 AREA 25 1173276 12.4000 187.42 SUBAREA4 AREA 100 1652400 12.4000 267.96 SUBAREA5 AREA 15 668035 12.5000 91.22 SUBAREA5 AREA 25 800750 12.5000 111.76 SUBAREA5 AREA 100 1171205 12.5000 168.91 SUBAREA6 AREA 15 167968 12.2500 32.42 SUBAREA6 AREA 25 204509 12.2500 40.70 SUBAREA6 AREA 100 308101 12.2500 64.07 SUBAREA7 AREA 15 326791 12.1500 83.57 SUBAREA7 AREA 25 394659 12.1000 102.80 SUBAREA7 AREA 100 585527 12.1000 157.93 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 3.01 Name.... Watershed Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- JUNC1 JCT 8222483 12.5500 1034.73 JUNC2 JCT 8688653 12.6000 1063.25 JUNC3 JCT 9686770 12.6500 1167.60 Outfall OUT1 JCT 10354690 12.8000 1192.69 Outfall OUT2 JCT 494759 12.1500 111.98 SUBAREA1 AREA 6942341 12.6000 857.97 SUBAREA2 AREA 1280135 12.3500 228.78 SUBAREA3 AREA 466214 12.1500 115.14 SUBAREA4 AREA 998188 12.4000 157.79 SUBAREA5 AREA 668035 12.5000 91.22 SUBAREA6 AREA 167968 12.2500 32.42 SUBAREA7 AREA 326791 12.1500 83.57 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.02 Name.... Watershed Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADD 1 ADD UN 6942341 12.6000 857.97 SUBAREA1 DL 6942341 12.6000 857.97 DN 8222483 12.5500 1034.73 JUNC1 ADD 2 ADD UN 1280135 12.3500 228.78 SUBAREA2 DL 1280135 12.3500 228.78 DN 8222483 12.5500 1034.73 JUNC1 ADD 3 ADD UN 466214 12.1500 115.14 SUBAREA3 DL 466214 12.1500 115.14 DN 8688653 12.6000 1063.25 JUNC2 ADD 4 ADD UN 998188 12.4000 157.79 SUBAREA4 DL 998188 12.4000 157.79 DN 9686770 12.6500 1167.60 JUNC3 ADD 5 ADD UN 668035 12.5000 91.22 SUBAREA5 DL 668035 12.5000 91.22 DN 10354690 12.8000 1192.69 OUT1 ADD 6 ADD UN 167968 12.2500 32.42 SUBAREA6 DL 167968 12.2500 32.42 DN 494759 12.1500 111.98 OUT2 ADD7 ADD UN 326791 12.1500 83.57 SUBAREA7 DL 326791 12.1500 83.57 DN 494759 12.1500 111.98 OUT2 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.03 Name.... Watershed Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 1 REACH UN 8222483 12.5500 1034.73 JUNC1 DL 8222427 12.6000 1025.78 DN 8688653 12.6000 1063.25 JUNC2 REACH 2 REACH UN 8688653 12.6000 1063.25 JUNC2 DL 8688581 12.7000 1040.55 DN 9686770 12.6500 1167.60 JUNC3 REACH 3 REACH UN 9686770 12.6500 1167.60 JUNC3 DL 9686655 12.8000 1117.31 DN 10354690 12.8000 1192.69 OUT1 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 3.04 Name.... Watershed Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- JUNC1 JCT 9509534 12.5500 1202.53 JUNC2 JCT 10062620 12.6000 1237.09 JUNC3 JCT 11235830 12.6500 1365.53 Outfall OUT1 JCT 12036460 12.8000 1402.54 Outfall OUT2 JCT 599168 12.1500 138.91 SUBAREA1 AREA 8025762 12.6000 997.04 SUBAREA2 AREA 1483778 12.3500 266.16 SUBAREA3 AREA 553124 12.1500 138.22 SUBAREA4 AREA 1173276 12.4000 187.42 SUBAREA5 AREA 800750 12.5000 111.76 SUBAREA6 AREA 204509 12.2500 40.70 SUBAREA7 AREA 394659 12.1000 102.80 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.05 Name.... Watershed Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADD 1 ADD UN 8025762 12.6000 997.04 SUBAREA1 DL 8025762 12.6000 997.04 DN 9509534 12.5500 1202.53 JUNC1 ADD 2 ADD UN 1483778 12.3500 266.16 SUBAREA2 DL 1483778 12.3500 266.16 DN 9509534 12.5500 1202.53 JUNC1 ADD 3 ADD UN 553124 12.1500 138.22 SUBAREA3 DL 553124 12.1500 138.22 DN 10062620 12.6000 1237.09 JUNC2 ADD 4 ADD UN 1173276 12.4000 187.42 SUBAREA4 DL 1173276 12.4000 187.42 DN 11235830 12.6500 1365.53 JUNC3 ADD 5 ADD UN 800750 12.5000 111.76 SUBAREA5 DL 800750 12.5000 111.76 DN 12036460 12.8000 1402.54 OUT1 ADD 6 ADD UN 204509 12.2500 40.70 SUBAREA6 DL 204509 12.2500 40.70 DN 599168 12.1500 138.91 OUT2 ADD7 ADD UN 394659 12.1000 102.80 SUBAREA7 DL 394659 12.1000 102.80 DN 599168 12.1500 138.91 OUT2 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.06 Name.... Watershed Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 1 REACH UN 9509534 12.5500 1202.53 JUNC1 DL 9509498 12.6000 1193.08 DN 10062620 12.6000 1237.09 JUNC2 REACH 2 REACH UN 10062620 12.6000 1237.09 JUNC2 DL 10062550 12.7000 1212.60 DN 11235830 12.6500 1365.53 JUNC3 REACH 3 REACH UN 11235830 12.6500 1365.53 JUNC3 DL 11235710 12.8000 1311.40 DN 12036460 12.8000 1402.54 OUT1 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 3.07 Name.... Watershed Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- JUNC1 JCT 12974970 12.5500 1650.42 JUNC2 JCT 13768150 12.6000 1700.57 JUNC3 JCT 15420470 12.6000 1894.89 Outfall OUT1 JCT 16591560 12.7500 1975.75 Outfall OUT2 JCT 893629 12.1500 214.34 SUBAREA1 AREA 10941700 12.6000 1368.25 SUBAREA2 AREA 2033274 12.3500 365.97 SUBAREA3 AREA 793217 12.1500 201.41 SUBAREA4 AREA 1652400 12.4000 267.96 SUBAREA5 AREA 1171205 12.5000 168.91 SUBAREA6 AREA 308101 12.2500 64.07 SUBAREA7 AREA 585527 12.1000 157.93 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.08 Name.... Watershed Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 HYG Vol Peak Time Peak Q Link ID Type cu.ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADD 1 ADD UN 10941700 12.6000 1368.25 SUBAREA1 DL 10941700 12.6000 1368.25 DN 12974970 12.5500 1650.42 JUNC1 ADD 2 ADD UN 2033274 12.3500 365.97 SUBAREA2 DL 2033274 12.3500 365.97 DN 12974970 12.5500 1650.42 JUNC1 ADD 3 ADD UN 793217 12.1500 201.41 SUBAREA3 DL 793217 12.1500 201.41 DN 13768150 12.6000 1700.57 JUNC2 ADD 4 ADD UN 1652400 12.4000 267.96 SUBAREA4 DL 1652400 12.4000 267.96 DN 15420470 12.6000 1894.89 JUNC3 ADD 5 ADD UN 1171205 12.5000 168.91 SUBAREA5 DL 1171205 12.5000 168.91 DN 16591560 12.7500 1975.75 OUT1 ADD 6 ADD UN 308101 12.2500 64.07 SUBAREA6 DL 308101 12.2500 64.07 DN 893629 12.1500 214.34 OUT2 ADD7 ADD UN 585527 12.1000 157.93 SUBAREA7 DL 585527 12.1000 157.93 DN 893629 12.1500 214.34 OUT2 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.09 Name.... Watershed Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 1 REACH UN 12974970 12.5500 1650.42 JUNC1 DL 12974930 12.6000 1638.97 DN 13768150 12.6000 1700.57 JUNC2 REACH 2 REACH UN 13768150 12.6000 1700.57 JUNC2 DL 13768070 12.6500 1674.18 DN 15420470 12.6000 1894.89 JUNC3 REACH 3 REACH UN 15420470 12.6000 1894.89 JUNC3 DL 15420350 12.7500 1832.42 DN 16591560 12.7500 1975.75 OUT1 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Network Calcs Sequence Page 3.10 Name.... Watershed Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK RUNOFF NODE SEQUENCE =========================================================================== Runoff Data Apply to Node Receiving Link =========================================================================== SCS UH SUBAREA1 Subarea SUBAREA1 Add Hyd SUBAREA1 SCS UH SUBAREA2 Subarea SUBAREA2 Add Hyd SUBAREA2 SCS UH SUBAREA3 Subarea SUBAREA3 Add Hyd SUBAREA3 SCS UH SUBAREA4 Subarea SUBAREA4 Add Hyd SUBAREA4 SCS UH SUBAREA5 Subarea SUBAREA5 Add Hyd SUBAREA5 SCS UH SUBAREA6 Subarea SUBAREA6 Add Hyd SUBAREA6 SCS UH SUBAREA7 Subarea SUBAREA7 Add Hyd SUBAREA7 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Network Calcs Sequence Page 3.11 Name.... Watershed Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr NETWORK ROUTING SEQUENCE =========================================================================== Link Operation UPstream Node DNstream Node =========================================================================== Add Hyd ADD 2 Subarea SUBAREA2 Jct JUNC1 Add Hyd ADD 1 Subarea SUBAREA1 Jct JUNC1 Reach REACH 1 Jct JUNC1 Jct JUNC2 Add Hyd ADD 3 Subarea SUBAREA3 Jct JUNC2 Add Hyd ADD 4 Subarea SUBAREA4 Jct JUNC3 Reach REACH 2 Jct JUNC2 Jct JUNC3 Add Hyd ADD 6 Subarea SUBAREA6 Jct OUT2 Add Hyd ADD7 Subarea SUBAREA7 Jct OUT2 Reach REACH 3 Jct JUNC3 Jct OUT1 Add Hyd ADD 5 Subarea SUBAREA5 Jct OUT1 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Design Storms Page 4.01 Name.... St Charles Count File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Title... Project Date: 5/21/2004 Project Engineer: Elmer Krussel Project Title: Wyndgate Project Comments: Pre developed flows to creeks draining Wyndgate 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Design Storms Page 4.02 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.01 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.02 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.03 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.04 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.05 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.06 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.07 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.08 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.09 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.10 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.11 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.12 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.01 Name.... SUBAREA1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.02 Name.... SUBAREA1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.03 Name.... SUBAREA1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.04 Name.... SUBAREA2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .1700 Hydraulic Length 300.00 ft 2yr, 24hr P 3.5000 in Slope .020000 ft/ft Avg.Velocity .20 ft/sec Segment #1 Time: .4156 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 1900.00 ft Slope .020000 ft/ft Unpaved Avg.Velocity 2.28 ft/sec Segment #2 Time: .2313 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Channel Flow Area 30.0000 sq.ft Wetted Perimeter 15.00 ft Hydraulic Radius 2.00 ft Slope .023000 ft/ft Mannings n .0500 Hydraulic Length 2300.00 ft Avg.Velocity 7.17 ft/sec Segment #3 Time: .0891 hrs ------------------------------------------------------------------------ ========================= Total Tc: .7360 hrs ========================= S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.05 Name.... SUBAREA2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.06 Name.... SUBAREA2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.07 Name.... SUBAREA3 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 .023000 ft/ft Avg.Velocity .26 ft/sec Segment #1 Time: .3171 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 280.00 ft Slope .066000 ft/ft Unpaved Avg.Velocity 4.15 ft/sec Segment #2 Time: .0188 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Channel Flow Area 30.0000 sq.ft Wetted Perimeter 20.00 ft Hydraulic Radius 1.50 ft Slope .026000 ft/ft Mannings n .0450 Hydraulic Length 2250.00 ft Avg.Velocity 7.00 ft/sec Segment #3 Time: .0893 hrs ------------------------------------------------------------------------ ========================= Total Tc: .4252 hrs ========================= S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.08 Name.... SUBAREA3 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.09 Name.... SUBAREA3 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.10 Name.... SUBAREA4 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 .030000 ft/ft Avg.Velocity .12 ft/sec Segment #1 Time: .7007 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: .8469 hrs ========================= S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.11 Name.... SUBAREA4 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.12 Name.... SUBAREA4 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.13 Name.... SUBAREA5 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 .026000 ft/ft Avg.Velocity .11 ft/sec Segment #1 Time: .7420 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 280.00 ft Slope .186000 ft/ft Unpaved Avg.Velocity 6.96 ft/sec Segment #2 Time: .0112 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Shallow Hydraulic Length 550.00 ft Slope .038000 ft/ft Unpaved Avg.Velocity 3.15 ft/sec Segment #3 Time: .0486 hrs ------------------------------------------------------------------------ S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.14 Name.... SUBAREA5 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Segment #4: Tc: TR-55 Channel Flow Area 50.0000 sq.ft Wetted Perimeter 20.00 ft Hydraulic Radius 2.50 ft Slope .005000 ft/ft Mannings n .0500 Hydraulic Length 2450.00 ft Avg.Velocity 3.88 ft/sec Segment #4 Time: .1753 hrs ------------------------------------------------------------------------ ========================= Total Tc: .9771 hrs ========================= S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.15 Name.... SUBAREA5 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.16 Name.... SUBAREA5 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.17 Name.... SUBAREA6 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 .060000 ft/ft Avg.Velocity .16 ft/sec Segment #1 Time: .5311 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Shallow Hydraulic Length 50.00 ft Slope .260000 ft/ft Unpaved Avg.Velocity 8.23 ft/sec Segment #2 Time: .0017 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Channel Flow Area 30.0000 sq.ft Wetted Perimeter 25.00 ft Hydraulic Radius 1.20 ft Slope .078000 ft/ft Mannings n .0450 Hydraulic Length 1160.00 ft Avg.Velocity 10.44 ft/sec Segment #3 Time: .0309 hrs ------------------------------------------------------------------------ ========================= Total Tc: .5636 hrs ========================= S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.18 Name.... SUBAREA6 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.19 Name.... SUBAREA6 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.20 Name.... SUBAREA7 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Sheet Mannings n .1300 Hydraulic Length 100.00 ft 2yr, 24hr P 3.5000 in Slope .050000 ft/ft Avg.Velocity .29 ft/sec Segment #1 Time: .0965 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: .3668 hrs ========================= S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.21 Name.... SUBAREA7 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 7.01 Name.... SUBAREA1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 Pasture soil group C 74 364.300 74.00 Pasture soil group D 80 62.700 80.00 COMPOSITE AREA & WEIGHTED CN ---> 708.000 75.89 (76) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 7.02 Name.... SUBAREA2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ Woods and meadow soil group B 55 21.100 55.00 Woods and meadow soil group C 70 14.800 70.00 Woods and meadow soil group D 77 77.700 77.00 Row crops soil group C 85 1.600 85.00 Row crops soil group D 89 19.800 89.00 COMPOSITE AREA & WEIGHTED CN ---> 135.000 74.65 (75) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 7.03 Name.... SUBAREA3 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ Woods and meadow soil group B 55 27.100 55.00 Woods and meadow soil group C 70 13.800 70.00 Woods and meadow soilo group D 77 25.200 77.00 COMPOSITE AREA & WEIGHTED CN ---> 66.100 66.52 (67) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 7.04 Name.... SUBAREA4 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ Woods and meadow soil group B 55 30.900 55.00 Woods and meadow soil group C 70 6.900 70.00 Woods and meadow soil group D 77 12.300 77.00 3 Acre lots soil group B 65 27.000 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 ---> 125.800 69.83 (70) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 7.05 Name.... SUBAREA5 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ Woods and meadow soil group B 55 45.000 55.00 Woods and meadow soil group C 70 56.900 70.00 Woods and meadow soil group D 77 5.600 77.00 COMPOSITE AREA & WEIGHTED CN ---> 107.500 64.09 (64) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 7.06 Name.... SUBAREA6 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ Woods soil group B 55 22.200 55.00 Woods soil group C 70 3.500 70.00 Grassland soil group B 61 .700 61.00 Grassland soil group C 74 6.200 74.00 COMPOSITE AREA & WEIGHTED CN ---> 32.600 60.35 (60) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 7.07 Name.... SUBAREA7 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ Woods soil group B 55 28.600 55.00 Woods soil group C 70 25.500 70.00 Grassland soil group B 61 1.900 61.00 Grassland soil group C 74 1.600 74.00 COMPOSITE AREA & WEIGHTED CN ---> 57.600 62.37 (62) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Equations Page 8.01 Name.... File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Equations Page 8.02 Name.... File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.03 Name.... SUBAREA1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.04 Name.... SUBAREA1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.05 Name.... SUBAREA1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.06 Name.... SUBAREA1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.07 Name.... SUBAREA1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.08 Name.... SUBAREA1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.09 Name.... SUBAREA1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.10 Name.... SUBAREA1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.11 Name.... SUBAREA1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.12 Name.... SUBAREA1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.13 Name.... SUBAREA1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.14 Name.... SUBAREA1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.15 Name.... SUBAREA2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA2 15-Yr Tc = .7360 hrs Drainage Area = 135.000 acres Runoff CN= 75 ============================================ Computational Time Increment = .09813 hrs Computed Peak Time = 12.3646 hrs Computed Peak Flow = 229.39 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.3500 hrs Peak Flow, Interpolated Output = 228.78 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA2 CN = 75 Area = 135.000 acres S = 3.3333 in 0.2S = .6667 in Cumulative Runoff ------------------- 2.6124 in 1280221 cu.ft HYG Volume... 1280135 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .73599 hrs (ID: SUBAREA2) Computational Incr, Tm = .09813 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 = 207.83 cfs Unit peak time Tp = .49066 hrs Unit receding limb, Tr = 1.96264 hrs Total unit time, Tb = 2.45330 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.16 Name.... SUBAREA2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA2 15-Yr Tc = .7360 hrs Drainage Area = 135.000 acres Runoff CN= 75 Calc.Increment= .09813 hrs Out.Incr.= .0500 hrs HYG Volume = 1280135 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.4000 | .00 .00 .00 .01 .02 8.6500 | .03 .05 .07 .10 .13 8.9000 | .18 .23 .29 .35 .42 9.1500 | .49 .57 .66 .75 .84 9.4000 | .93 1.03 1.12 1.22 1.32 9.6500 | 1.42 1.52 1.63 1.73 1.85 9.9000 | 1.97 2.09 2.22 2.36 2.50 10.1500 | 2.66 2.82 3.00 3.18 3.38 10.4000 | 3.58 3.80 4.02 4.27 4.52 10.6500 | 4.80 5.08 5.39 5.71 6.06 10.9000 | 6.43 6.83 7.24 7.70 8.17 11.1500 | 8.70 9.25 9.87 10.52 11.27 11.4000 | 12.06 12.96 13.99 15.24 16.92 11.6500 | 19.23 22.74 27.74 35.69 46.78 11.9000 | 62.34 82.00 105.58 132.27 158.64 12.1500 | 184.79 204.35 220.09 226.68 228.78 12.4000 | 223.43 215.02 201.86 187.08 171.04 12.6500 | 154.66 140.31 126.41 115.31 104.66 12.9000 | 96.07 87.73 80.96 74.30 69.04 13.1500 | 63.83 59.72 55.66 52.41 49.22 13.4000 | 46.64 44.12 42.03 40.00 38.28 13.6500 | 36.61 35.18 33.81 32.60 31.44 13.9000 | 30.39 29.39 28.45 27.55 26.70 14.1500 | 25.88 25.11 24.40 23.76 23.18 14.4000 | 22.67 22.21 21.79 21.40 21.04 14.6500 | 20.71 20.40 20.12 19.85 19.59 14.9000 | 19.35 19.12 18.90 18.68 18.47 15.1500 | 18.26 18.06 17.86 17.66 17.47 15.4000 | 17.28 17.09 16.90 16.71 16.52 15.6500 | 16.33 16.14 15.96 15.77 15.58 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.17 Name.... SUBAREA2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 15.9000 | 15.40 15.21 15.02 14.84 14.65 16.1500 | 14.47 14.29 14.11 13.94 13.78 16.4000 | 13.62 13.48 13.34 13.22 13.10 16.6500 | 12.99 12.89 12.79 12.70 12.61 16.9000 | 12.53 12.45 12.37 12.29 12.21 17.1500 | 12.14 12.07 12.00 11.93 11.86 17.4000 | 11.79 11.72 11.65 11.58 11.52 17.6500 | 11.45 11.38 11.31 11.25 11.18 17.9000 | 11.11 11.04 10.98 10.91 10.84 18.1500 | 10.78 10.71 10.64 10.58 10.51 18.4000 | 10.44 10.37 10.31 10.24 10.17 18.6500 | 10.10 10.04 9.97 9.90 9.83 18.9000 | 9.76 9.70 9.63 9.56 9.49 19.1500 | 9.42 9.36 9.29 9.22 9.15 19.4000 | 9.08 9.01 8.94 8.88 8.81 19.6500 | 8.74 8.67 8.60 8.53 8.46 19.9000 | 8.39 8.32 8.25 8.18 8.12 20.1500 | 8.05 7.98 7.92 7.86 7.80 20.4000 | 7.75 7.70 7.65 7.61 7.57 20.6500 | 7.54 7.51 7.48 7.45 7.43 20.9000 | 7.41 7.39 7.37 7.35 7.33 21.1500 | 7.32 7.30 7.28 7.27 7.25 21.4000 | 7.24 7.22 7.21 7.20 7.18 21.6500 | 7.17 7.15 7.14 7.13 7.11 21.9000 | 7.10 7.09 7.07 7.06 7.05 22.1500 | 7.04 7.02 7.01 7.00 6.98 22.4000 | 6.97 6.96 6.94 6.93 6.92 22.6500 | 6.90 6.89 6.88 6.86 6.85 22.9000 | 6.84 6.82 6.81 6.80 6.79 23.1500 | 6.77 6.76 6.75 6.73 6.72 23.4000 | 6.71 6.69 6.68 6.67 6.65 23.6500 | 6.64 6.63 6.61 6.60 6.59 23.9000 | 6.57 6.56 6.52 6.48 6.37 24.1500 | 6.24 6.00 5.73 5.34 4.93 24.4000 | 4.45 3.97 3.49 3.02 2.60 24.6500 | 2.20 1.86 1.57 1.33 1.12 24.9000 | .95 .80 .68 .57 .48 25.1500 | .41 .34 .29 .24 .21 25.4000 | .17 .15 .12 .10 .09 25.6500 | .07 .06 .05 .04 .03 25.9000 | .03 .02 .02 .01 .01 26.1500 | .01 .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.18 Name.... SUBAREA2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA2 25-yr Tc = .7360 hrs Drainage Area = 135.000 acres Runoff CN= 75 ============================================ Computational Time Increment = .09813 hrs Computed Peak Time = 12.3646 hrs Computed Peak Flow = 266.73 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.3500 hrs Peak Flow, Interpolated Output = 266.16 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA2 CN = 75 Area = 135.000 acres S = 3.3333 in 0.2S = .6667 in Cumulative Runoff ------------------- 3.0280 in 1483882 cu.ft HYG Volume... 1483778 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .73599 hrs (ID: SUBAREA2) Computational Incr, Tm = .09813 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 = 207.83 cfs Unit peak time Tp = .49066 hrs Unit receding limb, Tr = 1.96264 hrs Total unit time, Tb = 2.45330 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.19 Name.... SUBAREA2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA2 25-yr Tc = .7360 hrs Drainage Area = 135.000 acres Runoff CN= 75 Calc.Increment= .09813 hrs Out.Incr.= .0500 hrs HYG Volume = 1483778 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 .05 .07 .10 .14 8.4500 | .18 .22 .27 .33 .40 8.7000 | .47 .54 .62 .70 .79 8.9500 | .88 .98 1.08 1.19 1.30 9.2000 | 1.41 1.53 1.65 1.77 1.89 9.4500 | 2.01 2.13 2.25 2.37 2.49 9.7000 | 2.62 2.74 2.87 3.01 3.15 9.9500 | 3.30 3.46 3.63 3.81 4.00 10.2000 | 4.20 4.41 4.64 4.88 5.13 10.4500 | 5.40 5.68 5.98 6.29 6.63 10.7000 | 6.98 7.36 7.75 8.18 8.62 10.9500 | 9.11 9.62 10.17 10.74 11.38 11.2000 | 12.05 12.80 13.59 14.49 15.45 11.4500 | 16.53 17.77 19.27 21.29 24.06 11.7000 | 28.26 34.23 43.66 56.76 75.02 11.9500 | 98.02 125.46 156.41 186.83 216.88 12.2000 | 239.18 256.99 264.18 266.16 259.55 12.4500 | 249.41 233.85 216.45 197.69 178.56 12.7000 | 161.86 145.69 132.78 120.41 110.44 12.9500 | 100.75 92.90 85.18 79.09 73.07 13.2000 | 68.32 63.62 59.87 56.19 53.21 13.4500 | 50.30 47.89 45.55 43.57 41.65 13.7000 | 40.01 38.43 37.04 35.71 34.51 13.9500 | 33.35 32.29 31.25 30.27 29.34 14.2000 | 28.46 27.65 26.92 26.26 25.68 14.4500 | 25.15 24.67 24.23 23.82 23.44 14.7000 | 23.09 22.77 22.46 22.17 21.90 14.9500 | 21.63 21.38 21.13 20.89 20.65 15.2000 | 20.42 20.20 19.97 19.75 19.53 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.20 Name.... SUBAREA2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 15.4500 | 19.32 19.10 18.89 18.67 18.46 15.7000 | 18.25 18.03 17.82 17.61 17.40 15.9500 | 17.18 16.97 16.76 16.55 16.34 16.2000 | 16.14 15.94 15.74 15.56 15.38 16.4500 | 15.22 15.07 14.93 14.79 14.67 16.7000 | 14.55 14.44 14.33 14.23 14.14 16.9500 | 14.05 13.96 13.87 13.78 13.70 17.2000 | 13.62 13.54 13.46 13.38 13.30 17.4500 | 13.22 13.14 13.07 12.99 12.91 17.7000 | 12.84 12.76 12.68 12.61 12.53 17.9500 | 12.45 12.38 12.30 12.23 12.15 18.2000 | 12.07 12.00 11.92 11.85 11.77 18.4500 | 11.69 11.62 11.54 11.46 11.39 18.7000 | 11.31 11.23 11.16 11.08 11.00 18.9500 | 10.93 10.85 10.77 10.70 10.62 19.2000 | 10.54 10.46 10.39 10.31 10.23 19.4500 | 10.15 10.08 10.00 9.92 9.84 19.7000 | 9.76 9.69 9.61 9.53 9.45 19.9500 | 9.37 9.29 9.22 9.14 9.06 20.2000 | 8.99 8.92 8.85 8.78 8.72 20.4500 | 8.67 8.61 8.57 8.52 8.49 20.7000 | 8.45 8.42 8.39 8.36 8.34 20.9500 | 8.32 8.29 8.27 8.25 8.23 21.2000 | 8.21 8.20 8.18 8.16 8.15 21.4500 | 8.13 8.11 8.10 8.08 8.07 21.7000 | 8.05 8.04 8.02 8.01 7.99 21.9500 | 7.97 7.96 7.94 7.93 7.91 22.2000 | 7.90 7.89 7.87 7.86 7.84 22.4500 | 7.83 7.81 7.80 7.78 7.77 22.7000 | 7.75 7.74 7.72 7.71 7.69 22.9500 | 7.68 7.66 7.65 7.63 7.62 23.2000 | 7.60 7.59 7.57 7.56 7.54 23.4500 | 7.53 7.51 7.49 7.48 7.46 23.7000 | 7.45 7.43 7.42 7.40 7.39 23.9500 | 7.37 7.33 7.28 7.16 7.01 24.2000 | 6.75 6.44 6.00 5.54 5.00 24.4500 | 4.46 3.92 3.40 2.92 2.48 24.7000 | 2.09 1.76 1.49 1.26 1.07 24.9500 | .90 .76 .64 .54 .46 25.2000 | .39 .33 .27 .23 .19 25.4500 | .16 .14 .12 .10 .08 25.7000 | .07 .05 .04 .04 .03 25.9500 | .02 .02 .01 .01 .01 26.2000 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.21 Name.... SUBAREA2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA2 100-yr Tc = .7360 hrs Drainage Area = 135.000 acres Runoff CN= 75 ============================================ Computational Time Increment = .09813 hrs Computed Peak Time = 12.3646 hrs Computed Peak Flow = 366.40 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.3500 hrs Peak Flow, Interpolated Output = 365.97 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA2 CN = 75 Area = 135.000 acres S = 3.3333 in 0.2S = .6667 in Cumulative Runoff ------------------- 4.1494 in 2033426 cu.ft HYG Volume... 2033274 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .73599 hrs (ID: SUBAREA2) Computational Incr, Tm = .09813 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 = 207.83 cfs Unit peak time Tp = .49066 hrs Unit receding limb, Tr = 1.96264 hrs Total unit time, Tb = 2.45330 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.22 Name.... SUBAREA2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA2 100-yr Tc = .7360 hrs Drainage Area = 135.000 acres Runoff CN= 75 Calc.Increment= .09813 hrs Out.Incr.= .0500 hrs HYG Volume = 2033274 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.8500 | .00 .00 .00 .01 .01 7.1000 | .03 .04 .06 .09 .12 7.3500 | .16 .20 .25 .31 .36 7.6000 | .43 .49 .56 .63 .71 7.8500 | .78 .86 .94 1.02 1.10 8.1000 | 1.19 1.27 1.36 1.45 1.54 8.3500 | 1.64 1.74 1.85 1.96 2.08 8.6000 | 2.20 2.33 2.47 2.61 2.76 8.8500 | 2.91 3.07 3.23 3.40 3.58 9.1000 | 3.76 3.94 4.13 4.32 4.50 9.3500 | 4.69 4.88 5.06 5.24 5.42 9.6000 | 5.59 5.77 5.94 6.12 6.30 9.8500 | 6.50 6.70 6.93 7.16 7.42 10.1000 | 7.68 7.97 8.27 8.60 8.94 10.3500 | 9.31 9.69 10.11 10.53 11.00 10.6000 | 11.46 11.98 12.50 13.08 13.67 10.8500 | 14.32 14.98 15.72 16.47 17.29 11.1000 | 18.15 19.09 20.07 21.18 22.35 11.3500 | 23.67 25.08 26.66 28.47 30.66 11.6000 | 33.62 37.65 43.74 52.36 65.78 11.8500 | 84.32 109.85 141.78 179.49 221.78 12.1000 | 262.90 303.23 332.69 355.86 364.48 12.3500 | 365.97 355.87 341.00 318.96 294.48 12.6000 | 268.44 241.96 218.96 196.72 179.01 12.8500 | 162.04 148.40 135.14 124.42 113.89 13.1000 | 105.59 97.38 90.93 84.54 79.46 13.3500 | 74.47 70.44 66.51 63.25 60.09 13.6000 | 57.43 54.85 52.64 50.52 48.66 13.8500 | 46.87 45.27 43.72 42.30 40.91 14.1000 | 39.61 38.36 37.20 36.12 35.16 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.23 Name.... SUBAREA2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 14.3500 | 34.29 33.52 32.82 32.19 31.60 14.6000 | 31.06 30.57 30.10 29.68 29.27 14.8500 | 28.89 28.52 28.18 27.84 27.51 15.1000 | 27.19 26.89 26.58 26.28 25.99 15.3500 | 25.70 25.41 25.12 24.84 24.56 15.6000 | 24.27 23.99 23.71 23.44 23.16 15.8500 | 22.88 22.60 22.32 22.04 21.77 16.1000 | 21.49 21.22 20.95 20.69 20.43 16.3500 | 20.20 19.96 19.75 19.55 19.36 16.6000 | 19.19 19.02 18.87 18.72 18.59 16.8500 | 18.46 18.33 18.21 18.09 17.98 17.1000 | 17.86 17.75 17.65 17.54 17.43 17.3500 | 17.33 17.23 17.12 17.02 16.92 17.6000 | 16.82 16.72 16.62 16.52 16.42 17.8500 | 16.32 16.22 16.12 16.02 15.92 18.1000 | 15.82 15.72 15.62 15.52 15.42 18.3500 | 15.32 15.22 15.12 15.02 14.92 18.6000 | 14.82 14.72 14.62 14.52 14.42 18.8500 | 14.32 14.22 14.12 14.02 13.92 19.1000 | 13.82 13.72 13.62 13.52 13.42 19.3500 | 13.32 13.22 13.11 13.01 12.91 19.6000 | 12.81 12.71 12.61 12.51 12.41 19.8500 | 12.30 12.20 12.10 12.00 11.90 20.1000 | 11.80 11.70 11.60 11.51 11.42 20.3500 | 11.33 11.25 11.18 11.11 11.05 20.6000 | 11.00 10.95 10.90 10.86 10.82 20.8500 | 10.79 10.75 10.73 10.70 10.67 21.1000 | 10.64 10.62 10.59 10.57 10.55 21.3500 | 10.52 10.50 10.48 10.46 10.44 21.6000 | 10.42 10.40 10.38 10.36 10.34 21.8500 | 10.32 10.30 10.28 10.26 10.24 22.1000 | 10.22 10.20 10.18 10.16 10.14 22.3500 | 10.12 10.10 10.08 10.06 10.04 22.6000 | 10.02 10.00 9.98 9.96 9.94 22.8500 | 9.92 9.90 9.88 9.86 9.84 23.1000 | 9.82 9.81 9.79 9.77 9.75 23.3500 | 9.73 9.71 9.69 9.67 9.65 23.6000 | 9.63 9.61 9.59 9.57 9.55 23.8500 | 9.53 9.51 9.48 9.43 9.37 24.1000 | 9.21 9.02 8.68 8.29 7.72 24.3500 | 7.12 6.43 5.74 5.04 4.37 24.6000 | 3.75 3.18 2.69 2.26 1.92 24.8500 | 1.62 1.37 1.16 .98 .83 25.1000 | .70 .59 .50 .42 .35 25.3500 | .30 .25 .21 .18 .15 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.24 Name.... SUBAREA2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 25.6000 | .12 .10 .08 .07 .06 25.8500 | .05 .04 .03 .02 .02 26.1000 | .01 .01 .01 .00 .00 26.3500 | .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.25 Name.... SUBAREA3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA3 15-Yr Tc = .4252 hrs Drainage Area = 66.100 acres Runoff CN= 67 ============================================ Computational Time Increment = .05670 hrs Computed Peak Time = 12.1330 hrs Computed Peak Flow = 115.58 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 115.14 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA3 CN = 67 Area = 66.100 acres S = 4.9254 in 0.2S = .9851 in Cumulative Runoff ------------------- 1.9437 in 466367 cu.ft HYG Volume... 466214 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .42522 hrs (ID: SUBAREA3) Computational Incr, Tm = .05670 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 = 176.13 cfs Unit peak time Tp = .28348 hrs Unit receding limb, Tr = 1.13392 hrs Total unit time, Tb = 1.41740 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.26 Name.... SUBAREA3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA3 15-Yr Tc = .4252 hrs Drainage Area = 66.100 acres Runoff CN= 67 Calc.Increment= .05670 hrs Out.Incr.= .0500 hrs HYG Volume = 466214 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.2500 | .00 .00 .01 .03 .05 10.5000 | .09 .13 .19 .26 .34 10.7500 | .44 .54 .65 .77 .91 11.0000 | 1.05 1.21 1.38 1.57 1.78 11.2500 | 2.02 2.29 2.58 2.92 3.29 11.5000 | 3.71 4.26 5.11 6.52 8.87 11.7500 | 12.62 18.34 27.09 40.53 58.34 12.0000 | 78.46 96.87 109.87 115.14 112.23 12.2500 | 102.75 89.83 76.85 65.39 56.04 12.5000 | 48.58 42.53 37.47 33.20 29.65 12.7500 | 26.77 24.40 22.45 20.84 19.50 13.0000 | 18.36 17.37 16.51 15.73 15.04 13.2500 | 14.42 13.88 13.42 13.01 12.65 13.5000 | 12.31 11.99 11.69 11.39 11.11 13.7500 | 10.84 10.58 10.33 10.10 9.87 14.0000 | 9.65 9.43 9.22 9.02 8.84 14.2500 | 8.67 8.52 8.38 8.26 8.16 14.5000 | 8.06 7.97 7.89 7.81 7.73 14.7500 | 7.65 7.58 7.51 7.43 7.36 15.0000 | 7.29 7.22 7.15 7.07 7.00 15.2500 | 6.93 6.86 6.78 6.71 6.64 15.5000 | 6.56 6.49 6.42 6.34 6.27 15.7500 | 6.19 6.12 6.05 5.97 5.89 16.0000 | 5.82 5.74 5.67 5.60 5.53 16.2500 | 5.47 5.42 5.37 5.33 5.29 16.5000 | 5.25 5.22 5.19 5.16 5.13 16.7500 | 5.10 5.07 5.05 5.02 4.99 17.0000 | 4.97 4.94 4.91 4.89 4.86 17.2500 | 4.84 4.81 4.78 4.76 4.73 17.5000 | 4.70 4.68 4.65 4.62 4.60 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.27 Name.... SUBAREA3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 17.7500 | 4.57 4.54 4.52 4.49 4.46 18.0000 | 4.44 4.41 4.38 4.35 4.33 18.2500 | 4.30 4.27 4.25 4.22 4.19 18.5000 | 4.16 4.14 4.11 4.08 4.05 18.7500 | 4.02 4.00 3.97 3.94 3.91 19.0000 | 3.89 3.86 3.83 3.80 3.77 19.2500 | 3.74 3.72 3.69 3.66 3.63 19.5000 | 3.60 3.57 3.55 3.52 3.49 19.7500 | 3.46 3.43 3.40 3.37 3.35 20.0000 | 3.32 3.29 3.26 3.24 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 2.97 2.97 2.96 2.96 22.0000 | 2.95 2.95 2.94 2.94 2.93 22.2500 | 2.93 2.92 2.92 2.91 2.91 22.5000 | 2.90 2.90 2.89 2.89 2.88 22.7500 | 2.88 2.87 2.87 2.86 2.85 23.0000 | 2.85 2.84 2.84 2.83 2.83 23.2500 | 2.82 2.82 2.81 2.81 2.80 23.5000 | 2.80 2.79 2.79 2.78 2.77 23.7500 | 2.77 2.76 2.76 2.75 2.75 24.0000 | 2.73 2.69 2.59 2.39 2.08 24.2500 | 1.74 1.39 1.07 .81 .60 24.5000 | .44 .33 .25 .19 .14 24.7500 | .10 .08 .06 .04 .03 25.0000 | .02 .02 .01 .01 .00 25.2500 | .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.28 Name.... SUBAREA3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA3 25-yr Tc = .4252 hrs Drainage Area = 66.100 acres Runoff CN= 67 ============================================ Computational Time Increment = .05670 hrs Computed Peak Time = 12.1330 hrs Computed Peak Flow = 138.93 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 138.22 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA3 CN = 67 Area = 66.100 acres S = 4.9254 in 0.2S = .9851 in Cumulative Runoff ------------------- 2.3060 in 553308 cu.ft HYG Volume... 553124 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .42522 hrs (ID: SUBAREA3) Computational Incr, Tm = .05670 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 = 176.13 cfs Unit peak time Tp = .28348 hrs Unit receding limb, Tr = 1.13392 hrs Total unit time, Tb = 1.41740 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.29 Name.... SUBAREA3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA3 25-yr Tc = .4252 hrs Drainage Area = 66.100 acres Runoff CN= 67 Calc.Increment= .05670 hrs Out.Incr.= .0500 hrs HYG Volume = 553124 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.8500 | .00 .00 .01 .02 .05 10.1000 | .08 .12 .16 .22 .29 10.3500 | .36 .44 .52 .61 .71 10.6000 | .82 .93 1.05 1.18 1.33 10.8500 | 1.48 1.65 1.83 2.02 2.23 11.1000 | 2.45 2.70 2.97 3.28 3.62 11.3500 | 4.01 4.44 4.91 5.45 6.16 11.6000 | 7.24 9.06 12.07 16.81 23.96 11.8500 | 34.75 51.03 72.34 96.14 117.65 12.1000 | 132.56 138.22 134.18 122.45 106.77 12.3500 | 91.15 77.39 66.20 57.28 50.04 12.6000 | 44.01 38.93 34.71 31.30 28.49 12.8500 | 26.19 24.28 22.69 21.34 20.18 13.1000 | 19.16 18.25 17.43 16.71 16.08 13.3500 | 15.54 15.07 14.65 14.25 13.87 13.6000 | 13.51 13.17 12.84 12.53 12.22 13.8500 | 11.94 11.66 11.40 11.14 10.89 14.1000 | 10.65 10.42 10.20 10.00 9.83 14.3500 | 9.67 9.53 9.41 9.30 9.19 14.6000 | 9.10 9.00 8.91 8.82 8.73 14.8500 | 8.65 8.56 8.48 8.40 8.31 15.1000 | 8.23 8.14 8.06 7.98 7.89 15.3500 | 7.81 7.72 7.64 7.55 7.47 15.6000 | 7.38 7.30 7.21 7.12 7.04 15.8500 | 6.95 6.86 6.78 6.69 6.60 16.1000 | 6.52 6.43 6.36 6.29 6.22 16.3500 | 6.17 6.12 6.07 6.03 5.99 16.6000 | 5.96 5.92 5.89 5.86 5.83 16.8500 | 5.79 5.76 5.73 5.70 5.67 17.1000 | 5.64 5.61 5.58 5.55 5.52 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.30 Name.... SUBAREA3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 17.3500 | 5.49 5.46 5.43 5.40 5.37 17.6000 | 5.34 5.30 5.27 5.24 5.21 17.8500 | 5.18 5.15 5.12 5.09 5.05 18.1000 | 5.02 4.99 4.96 4.93 4.90 18.3500 | 4.87 4.83 4.80 4.77 4.74 18.6000 | 4.71 4.67 4.64 4.61 4.58 18.8500 | 4.55 4.51 4.48 4.45 4.42 19.1000 | 4.39 4.35 4.32 4.29 4.26 19.3500 | 4.22 4.19 4.16 4.13 4.09 19.6000 | 4.06 4.03 3.99 3.96 3.93 19.8500 | 3.90 3.86 3.83 3.80 3.76 20.1000 | 3.73 3.70 3.67 3.65 3.63 20.3500 | 3.61 3.59 3.58 3.57 3.56 20.6000 | 3.55 3.54 3.54 3.53 3.52 20.8500 | 3.52 3.51 3.50 3.50 3.49 21.1000 | 3.48 3.48 3.47 3.47 3.46 21.3500 | 3.45 3.45 3.44 3.44 3.43 21.6000 | 3.42 3.42 3.41 3.41 3.40 21.8500 | 3.39 3.39 3.38 3.38 3.37 22.1000 | 3.36 3.36 3.35 3.35 3.34 22.3500 | 3.33 3.33 3.32 3.32 3.31 22.6000 | 3.30 3.30 3.29 3.29 3.28 22.8500 | 3.27 3.27 3.26 3.25 3.25 23.1000 | 3.24 3.24 3.23 3.22 3.22 23.3500 | 3.21 3.21 3.20 3.19 3.19 23.6000 | 3.18 3.17 3.17 3.16 3.16 23.8500 | 3.15 3.14 3.14 3.12 3.07 24.1000 | 2.95 2.72 2.38 1.98 1.59 24.3500 | 1.23 .92 .68 .51 .38 24.6000 | .28 .21 .16 .12 .09 24.8500 | .07 .05 .03 .03 .02 25.1000 | .01 .01 .01 .00 .00 25.3500 | .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.31 Name.... SUBAREA3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA3 100-yr Tc = .4252 hrs Drainage Area = 66.100 acres Runoff CN= 67 ============================================ Computational Time Increment = .05670 hrs Computed Peak Time = 12.1330 hrs Computed Peak Flow = 202.97 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 201.41 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA3 CN = 67 Area = 66.100 acres S = 4.9254 in 0.2S = .9851 in Cumulative Runoff ------------------- 3.3070 in 793486 cu.ft HYG Volume... 793217 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .42522 hrs (ID: SUBAREA3) Computational Incr, Tm = .05670 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 = 176.13 cfs Unit peak time Tp = .28348 hrs Unit receding limb, Tr = 1.13392 hrs Total unit time, Tb = 1.41740 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.32 Name.... SUBAREA3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA3 100-yr Tc = .4252 hrs Drainage Area = 66.100 acres Runoff CN= 67 Calc.Increment= .05670 hrs Out.Incr.= .0500 hrs HYG Volume = 793217 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.8500 | .00 .00 .01 .02 .04 9.1000 | .07 .10 .15 .20 .25 9.3500 | .30 .36 .42 .48 .55 9.6000 | .61 .67 .74 .81 .89 9.8500 | .97 1.05 1.14 1.24 1.34 10.1000 | 1.44 1.55 1.67 1.80 1.93 10.3500 | 2.07 2.22 2.38 2.55 2.73 10.6000 | 2.91 3.11 3.33 3.56 3.81 10.8500 | 4.07 4.36 4.66 4.98 5.32 11.1000 | 5.69 6.10 6.55 7.06 7.63 11.3500 | 8.26 8.96 9.73 10.59 11.74 11.6000 | 13.51 16.47 21.35 28.91 40.09 11.8500 | 56.54 80.67 111.52 145.27 175.08 12.1000 | 194.95 201.41 194.13 176.11 152.81 12.3500 | 129.92 109.90 93.66 80.74 70.28 12.6000 | 61.60 54.31 48.29 43.43 39.44 12.8500 | 36.16 33.46 31.21 29.31 27.67 13.1000 | 26.23 24.95 23.81 22.79 21.92 13.3500 | 21.17 20.51 19.93 19.38 18.86 13.6000 | 18.37 17.89 17.44 17.00 16.59 13.8500 | 16.19 15.81 15.45 15.10 14.75 14.1000 | 14.42 14.10 13.81 13.54 13.29 14.3500 | 13.08 12.89 12.72 12.56 12.42 14.6000 | 12.28 12.15 12.03 11.91 11.79 14.8500 | 11.67 11.55 11.44 11.32 11.20 15.1000 | 11.09 10.97 10.86 10.74 10.63 15.3500 | 10.51 10.40 10.28 10.16 10.05 15.6000 | 9.93 9.81 9.69 9.58 9.46 15.8500 | 9.34 9.22 9.10 8.99 8.87 16.1000 | 8.75 8.64 8.54 8.44 8.35 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.33 Name.... SUBAREA3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 16.3500 | 8.28 8.21 8.15 8.09 8.04 16.6000 | 7.99 7.94 7.90 7.85 7.81 16.8500 | 7.77 7.72 7.68 7.64 7.60 17.1000 | 7.56 7.51 7.47 7.43 7.39 17.3500 | 7.35 7.30 7.26 7.22 7.18 17.6000 | 7.14 7.09 7.05 7.01 6.97 17.8500 | 6.93 6.88 6.84 6.80 6.76 18.1000 | 6.71 6.67 6.63 6.58 6.54 18.3500 | 6.50 6.46 6.41 6.37 6.33 18.6000 | 6.28 6.24 6.20 6.15 6.11 18.8500 | 6.07 6.02 5.98 5.94 5.89 19.1000 | 5.85 5.81 5.76 5.72 5.67 19.3500 | 5.63 5.59 5.54 5.50 5.45 19.6000 | 5.41 5.37 5.32 5.28 5.23 19.8500 | 5.19 5.15 5.10 5.06 5.01 20.1000 | 4.97 4.93 4.89 4.86 4.83 20.3500 | 4.80 4.78 4.77 4.75 4.74 20.6000 | 4.73 4.71 4.70 4.69 4.69 20.8500 | 4.68 4.67 4.66 4.65 4.64 21.1000 | 4.63 4.63 4.62 4.61 4.60 21.3500 | 4.59 4.58 4.58 4.57 4.56 21.6000 | 4.55 4.54 4.54 4.53 4.52 21.8500 | 4.51 4.50 4.49 4.49 4.48 22.1000 | 4.47 4.46 4.45 4.44 4.44 22.3500 | 4.43 4.42 4.41 4.40 4.39 22.6000 | 4.39 4.38 4.37 4.36 4.35 22.8500 | 4.34 4.34 4.33 4.32 4.31 23.1000 | 4.30 4.29 4.29 4.28 4.27 23.3500 | 4.26 4.25 4.24 4.23 4.23 23.6000 | 4.22 4.21 4.20 4.19 4.18 23.8500 | 4.18 4.17 4.16 4.14 4.07 24.1000 | 3.92 3.61 3.15 2.63 2.11 24.3500 | 1.62 1.22 .90 .67 .50 24.6000 | .38 .28 .21 .16 .12 24.8500 | .09 .06 .05 .03 .02 25.1000 | .02 .01 .01 .00 .00 25.3500 | .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.34 Name.... SUBAREA4 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA4 15-Yr Tc = .8469 hrs Drainage Area = 125.800 acres Runoff CN= 70 ============================================ Computational Time Increment = .11292 hrs Computed Peak Time = 12.4216 hrs Computed Peak Flow = 159.28 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.4000 hrs Peak Flow, Interpolated Output = 157.79 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA4 CN = 70 Area = 125.800 acres S = 4.2857 in 0.2S = .8571 in Cumulative Runoff ------------------- 2.1858 in 998158 cu.ft HYG Volume... 998188 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .84693 hrs (ID: SUBAREA4) Computational Incr, Tm = .11292 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 = 168.30 cfs Unit peak time Tp = .56462 hrs Unit receding limb, Tr = 2.25848 hrs Total unit time, Tb = 2.82310 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.35 Name.... SUBAREA4 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA4 15-Yr Tc = .8469 hrs Drainage Area = 125.800 acres Runoff CN= 70 Calc.Increment= .11292 hrs Out.Incr.= .0500 hrs HYG Volume = 998188 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 .01 .01 9.8500 | .02 .04 .06 .09 .12 10.1000 | .16 .21 .27 .34 .42 10.3500 | .50 .60 .71 .82 .95 10.6000 | 1.08 1.23 1.38 1.55 1.74 10.8500 | 1.93 2.15 2.36 2.62 2.87 11.1000 | 3.16 3.47 3.80 4.17 4.55 11.3500 | 5.00 5.46 6.03 6.61 7.43 11.6000 | 8.38 9.76 11.83 14.27 19.46 11.8500 | 24.65 34.55 45.21 59.05 74.98 12.1000 | 91.38 108.71 125.57 137.48 149.40 12.3500 | 154.33 157.79 157.29 153.77 148.84 12.6000 | 140.75 132.56 122.65 112.74 103.83 12.8500 | 95.18 87.60 80.96 74.72 69.54 13.1000 | 64.38 60.22 56.05 52.58 49.32 13.3500 | 46.39 43.81 41.35 39.29 37.22 13.6000 | 35.56 33.91 32.47 31.12 29.88 13.8500 | 28.75 27.67 26.72 25.78 24.97 14.1000 | 24.17 23.45 22.75 22.09 21.49 14.3500 | 20.89 20.35 19.81 19.33 18.86 14.6000 | 18.45 18.07 17.73 17.44 17.16 14.8500 | 16.92 16.68 16.47 16.26 16.06 15.1000 | 15.87 15.68 15.50 15.33 15.15 15.3500 | 14.98 14.82 14.65 14.49 14.33 15.6000 | 14.17 14.01 13.85 13.70 13.54 15.8500 | 13.39 13.23 13.08 12.92 12.76 16.1000 | 12.61 12.46 12.31 12.16 12.01 16.3500 | 11.87 11.74 11.61 11.48 11.37 16.6000 | 11.26 11.16 11.06 10.98 10.89 16.8500 | 10.81 10.73 10.66 10.59 10.52 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.36 Name.... SUBAREA4 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 17.1000 | 10.45 10.39 10.32 10.26 10.20 17.3500 | 10.14 10.08 10.02 9.96 9.90 17.6000 | 9.85 9.79 9.73 9.68 9.62 17.8500 | 9.56 9.51 9.45 9.39 9.34 18.1000 | 9.28 9.23 9.17 9.11 9.06 18.3500 | 9.00 8.95 8.89 8.84 8.78 18.6000 | 8.72 8.67 8.61 8.55 8.50 18.8500 | 8.44 8.38 8.33 8.27 8.21 19.1000 | 8.16 8.10 8.04 7.99 7.93 19.3500 | 7.87 7.81 7.76 7.70 7.64 19.6000 | 7.58 7.53 7.47 7.41 7.35 19.8500 | 7.29 7.23 7.18 7.12 7.06 20.1000 | 7.00 6.95 6.89 6.84 6.78 20.3500 | 6.73 6.68 6.64 6.59 6.55 20.6000 | 6.52 6.48 6.45 6.43 6.40 20.8500 | 6.38 6.35 6.33 6.32 6.30 21.1000 | 6.28 6.27 6.25 6.24 6.22 21.3500 | 6.21 6.19 6.18 6.17 6.16 21.6000 | 6.14 6.13 6.12 6.11 6.10 21.8500 | 6.09 6.08 6.06 6.05 6.04 22.1000 | 6.03 6.02 6.01 6.00 5.99 22.3500 | 5.98 5.97 5.96 5.94 5.93 22.6000 | 5.92 5.91 5.90 5.89 5.88 22.8500 | 5.87 5.86 5.85 5.84 5.83 23.1000 | 5.81 5.80 5.79 5.78 5.77 23.3500 | 5.76 5.75 5.74 5.73 5.72 23.6000 | 5.70 5.69 5.68 5.67 5.66 23.8500 | 5.65 5.64 5.62 5.60 5.57 24.1000 | 5.49 5.40 5.25 5.07 4.84 24.3500 | 4.55 4.24 3.88 3.53 3.17 24.6000 | 2.81 2.48 2.16 1.87 1.63 24.8500 | 1.39 1.21 1.03 .90 .78 25.1000 | .67 .58 .50 .44 .37 25.3500 | .32 .28 .24 .21 .18 25.6000 | .15 .13 .11 .10 .08 25.8500 | .07 .06 .05 .04 .04 26.1000 | .03 .03 .02 .02 .01 26.3500 | .01 .01 .01 .00 .00 26.6000 | .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.37 Name.... SUBAREA4 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA4 25-yr Tc = .8469 hrs Drainage Area = 125.800 acres Runoff CN= 70 ============================================ Computational Time Increment = .11292 hrs Computed Peak Time = 12.4216 hrs Computed Peak Flow = 189.02 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.4000 hrs Peak Flow, Interpolated Output = 187.42 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA4 CN = 70 Area = 125.800 acres S = 4.2857 in 0.2S = .8571 in Cumulative Runoff ------------------- 2.5692 in 1173242 cu.ft HYG Volume... 1173276 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .84693 hrs (ID: SUBAREA4) Computational Incr, Tm = .11292 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 = 168.30 cfs Unit peak time Tp = .56462 hrs Unit receding limb, Tr = 2.25848 hrs Total unit time, Tb = 2.82310 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.38 Name.... SUBAREA4 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA4 25-yr Tc = .8469 hrs Drainage Area = 125.800 acres Runoff CN= 70 Calc.Increment= .11292 hrs Out.Incr.= .0500 hrs HYG Volume = 1173276 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 .01 .01 9.4000 | .02 .04 .06 .08 .11 9.6500 | .15 .20 .25 .31 .37 9.9000 | .45 .52 .61 .70 .80 10.1500 | .91 1.02 1.15 1.27 1.41 10.4000 | 1.56 1.72 1.88 2.06 2.24 10.6500 | 2.44 2.66 2.88 3.12 3.38 10.9000 | 3.66 3.94 4.27 4.60 4.97 11.1500 | 5.36 5.78 6.25 6.73 7.30 11.4000 | 7.87 8.58 9.31 10.34 11.53 11.6500 | 13.24 15.80 18.82 25.14 31.46 11.9000 | 43.33 56.12 72.57 91.44 110.80 12.1500 | 131.09 150.81 164.54 178.28 183.72 12.4000 | 187.42 186.47 181.98 175.84 166.03 12.6500 | 156.11 144.27 132.44 121.84 111.56 12.9000 | 102.57 94.70 87.31 81.18 75.07 13.1500 | 70.15 65.23 61.13 57.29 53.84 13.4000 | 50.80 47.91 45.48 43.06 41.11 13.6500 | 39.17 37.49 35.90 34.44 33.13 13.9000 | 31.86 30.76 29.66 28.72 27.79 14.1500 | 26.94 26.13 25.37 24.66 23.97 14.4000 | 23.34 22.71 22.16 21.61 21.14 14.6500 | 20.70 20.30 19.97 19.64 19.37 14.9000 | 19.10 18.85 18.61 18.38 18.16 15.1500 | 17.94 17.73 17.53 17.33 17.13 15.4000 | 16.94 16.75 16.56 16.38 16.19 15.6500 | 16.01 15.83 15.65 15.47 15.29 15.9000 | 15.11 14.93 14.76 14.58 14.40 16.1500 | 14.22 14.05 13.88 13.71 13.55 16.4000 | 13.40 13.25 13.11 12.98 12.85 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.39 Name.... SUBAREA4 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 16.6500 | 12.74 12.62 12.52 12.42 12.33 16.9000 | 12.24 12.16 12.07 11.99 11.92 17.1500 | 11.84 11.77 11.70 11.63 11.56 17.4000 | 11.49 11.42 11.35 11.29 11.22 17.6500 | 11.16 11.09 11.03 10.96 10.90 17.9000 | 10.83 10.77 10.70 10.64 10.57 18.1500 | 10.51 10.45 10.38 10.32 10.25 18.4000 | 10.19 10.12 10.06 10.00 9.93 18.6500 | 9.87 9.80 9.74 9.67 9.61 18.9000 | 9.54 9.48 9.41 9.35 9.28 19.1500 | 9.22 9.15 9.09 9.02 8.96 19.4000 | 8.89 8.82 8.76 8.69 8.63 19.6500 | 8.56 8.49 8.43 8.36 8.30 19.9000 | 8.23 8.16 8.10 8.03 7.96 20.1500 | 7.90 7.83 7.77 7.71 7.65 20.4000 | 7.60 7.55 7.50 7.45 7.41 20.6500 | 7.37 7.34 7.30 7.27 7.25 20.9000 | 7.22 7.20 7.18 7.16 7.14 21.1500 | 7.12 7.10 7.09 7.07 7.05 21.4000 | 7.04 7.02 7.01 7.00 6.98 21.6500 | 6.97 6.95 6.94 6.93 6.91 21.9000 | 6.90 6.89 6.88 6.86 6.85 22.1500 | 6.84 6.83 6.81 6.80 6.79 22.4000 | 6.78 6.76 6.75 6.74 6.73 22.6500 | 6.71 6.70 6.69 6.68 6.66 22.9000 | 6.65 6.64 6.63 6.61 6.60 23.1500 | 6.59 6.58 6.56 6.55 6.54 23.4000 | 6.52 6.51 6.50 6.49 6.47 23.6500 | 6.46 6.45 6.44 6.42 6.41 23.9000 | 6.40 6.38 6.35 6.32 6.23 24.1500 | 6.13 5.96 5.75 5.49 5.16 24.4000 | 4.81 4.41 4.00 3.60 3.19 24.6500 | 2.82 2.46 2.13 1.84 1.57 24.9000 | 1.37 1.17 1.02 .88 .76 25.1500 | .66 .57 .49 .42 .37 25.4000 | .31 .27 .23 .20 .17 25.6500 | .15 .13 .11 .09 .08 25.9000 | .07 .06 .05 .04 .03 26.1500 | .03 .02 .02 .02 .01 26.4000 | .01 .01 .01 .00 .00 26.6500 | .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.40 Name.... SUBAREA4 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA4 100-yr Tc = .8469 hrs Drainage Area = 125.800 acres Runoff CN= 70 ============================================ Computational Time Increment = .11292 hrs Computed Peak Time = 12.4216 hrs Computed Peak Flow = 269.78 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.4000 hrs Peak Flow, Interpolated Output = 267.96 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA4 CN = 70 Area = 125.800 acres S = 4.2857 in 0.2S = .8571 in Cumulative Runoff ------------------- 3.6184 in 1652355 cu.ft HYG Volume... 1652400 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .84693 hrs (ID: SUBAREA4) Computational Incr, Tm = .11292 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 = 168.30 cfs Unit peak time Tp = .56462 hrs Unit receding limb, Tr = 2.25848 hrs Total unit time, Tb = 2.82310 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.41 Name.... SUBAREA4 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA4 100-yr Tc = .8469 hrs Drainage Area = 125.800 acres Runoff CN= 70 Calc.Increment= .11292 hrs Out.Incr.= .0500 hrs HYG Volume = 1652400 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 .01 .01 8.4000 | .02 .03 .05 .07 .10 8.6500 | .14 .18 .23 .29 .36 8.9000 | .43 .51 .59 .68 .78 9.1500 | .88 .99 1.10 1.22 1.34 9.4000 | 1.46 1.58 1.71 1.84 1.96 9.6500 | 2.09 2.23 2.36 2.50 2.64 9.9000 | 2.79 2.94 3.11 3.28 3.46 10.1500 | 3.65 3.86 4.07 4.30 4.54 10.4000 | 4.79 5.06 5.33 5.64 5.95 10.6500 | 6.29 6.64 7.01 7.41 7.83 10.9000 | 8.29 8.75 9.28 9.82 10.41 11.1500 | 11.03 11.70 12.44 13.20 14.10 11.4000 | 15.00 16.11 17.26 18.85 20.71 11.6500 | 23.35 27.30 31.90 41.34 50.79 11.9000 | 68.09 86.66 110.22 137.08 164.40 12.1500 | 192.63 220.03 238.54 257.04 263.74 12.4000 | 267.96 265.66 258.40 248.88 234.33 12.6500 | 219.65 202.57 185.48 170.29 155.60 12.9000 | 142.77 131.57 121.05 112.35 103.67 13.1500 | 96.71 89.75 83.96 78.54 73.69 13.4000 | 69.41 65.34 61.94 58.54 55.82 13.6500 | 53.11 50.77 48.56 46.53 44.71 13.9000 | 42.95 41.43 39.91 38.61 37.32 14.1500 | 36.16 35.05 34.00 33.03 32.07 14.4000 | 31.21 30.35 29.60 28.85 28.20 14.6500 | 27.60 27.07 26.62 26.18 25.80 14.9000 | 25.43 25.10 24.77 24.46 24.16 15.1500 | 23.86 23.58 23.31 23.04 22.77 15.4000 | 22.51 22.26 22.00 21.75 21.51 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.42 Name.... SUBAREA4 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 15.6500 | 21.26 21.01 20.77 20.53 20.29 15.9000 | 20.05 19.81 19.57 19.33 19.09 16.1500 | 18.85 18.62 18.39 18.17 17.95 16.4000 | 17.75 17.55 17.36 17.19 17.01 16.6500 | 16.86 16.71 16.57 16.44 16.32 16.9000 | 16.20 16.08 15.97 15.86 15.76 17.1500 | 15.66 15.56 15.46 15.37 15.28 17.4000 | 15.18 15.09 15.00 14.91 14.82 17.6500 | 14.74 14.65 14.56 14.47 14.39 17.9000 | 14.30 14.21 14.13 14.04 13.95 18.1500 | 13.87 13.78 13.70 13.61 13.52 18.4000 | 13.44 13.35 13.27 13.18 13.10 18.6500 | 13.01 12.92 12.84 12.75 12.66 18.9000 | 12.58 12.49 12.40 12.32 12.23 19.1500 | 12.14 12.06 11.97 11.88 11.79 19.4000 | 11.71 11.62 11.53 11.45 11.36 19.6500 | 11.27 11.18 11.09 11.00 10.92 19.9000 | 10.83 10.74 10.65 10.56 10.48 20.1500 | 10.39 10.31 10.22 10.14 10.07 20.4000 | 9.99 9.92 9.86 9.80 9.74 20.6500 | 9.69 9.64 9.60 9.56 9.53 20.9000 | 9.49 9.46 9.43 9.41 9.38 21.1500 | 9.36 9.33 9.31 9.29 9.27 21.4000 | 9.25 9.23 9.21 9.19 9.17 21.6500 | 9.15 9.13 9.11 9.10 9.08 21.9000 | 9.06 9.04 9.03 9.01 8.99 22.1500 | 8.98 8.96 8.94 8.92 8.91 22.4000 | 8.89 8.87 8.86 8.84 8.82 22.6500 | 8.81 8.79 8.77 8.76 8.74 22.9000 | 8.72 8.71 8.69 8.67 8.65 23.1500 | 8.64 8.62 8.60 8.59 8.57 23.4000 | 8.55 8.54 8.52 8.50 8.48 23.6500 | 8.47 8.45 8.43 8.42 8.40 23.9000 | 8.38 8.36 8.32 8.28 8.16 24.1500 | 8.03 7.81 7.54 7.19 6.76 24.4000 | 6.30 5.77 5.24 4.71 4.18 24.6500 | 3.69 3.22 2.79 2.42 2.06 24.9000 | 1.80 1.53 1.34 1.15 1.00 25.1500 | .87 .75 .65 .55 .48 25.4000 | .41 .36 .31 .26 .23 25.6500 | .20 .17 .14 .12 .11 25.9000 | .09 .08 .06 .05 .05 26.1500 | .04 .03 .03 .02 .02 26.4000 | .01 .01 .01 .00 .00 26.6500 | .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.43 Name.... SUBAREA5 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA5 15-Yr Tc = .9771 hrs Drainage Area = 107.500 acres Runoff CN= 64 ============================================ Computational Time Increment = .13028 hrs Computed Peak Time = 12.5071 hrs Computed Peak Flow = 91.55 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.5000 hrs Peak Flow, Interpolated Output = 91.22 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA5 CN = 64 Area = 107.500 acres S = 5.6250 in 0.2S = 1.1250 in Cumulative Runoff ------------------- 1.7119 in 668034 cu.ft HYG Volume... 668035 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .97711 hrs (ID: SUBAREA5) Computational Incr, Tm = .13028 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 = 124.65 cfs Unit peak time Tp = .65141 hrs Unit receding limb, Tr = 2.60564 hrs Total unit time, Tb = 3.25705 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.44 Name.... SUBAREA5 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA5 15-Yr Tc = .9771 hrs Drainage Area = 107.500 acres Runoff CN= 64 Calc.Increment= .13028 hrs Out.Incr.= .0500 hrs HYG Volume = 668035 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7000 | .00 .00 .00 .01 .01 10.9500 | .02 .04 .06 .09 .14 11.2000 | .19 .28 .38 .49 .65 11.4500 | .81 1.05 1.33 1.65 2.34 11.7000 | 3.02 4.40 6.49 8.59 13.32 11.9500 | 18.38 24.31 32.47 40.62 49.65 12.2000 | 59.10 68.35 75.09 81.82 86.52 12.4500 | 88.87 91.22 90.49 89.25 87.38 12.7000 | 83.63 79.88 75.38 70.47 65.59 12.9500 | 61.36 57.12 53.32 50.08 46.84 13.2000 | 44.17 41.61 39.15 37.06 34.96 13.4500 | 33.15 31.52 29.89 28.57 27.25 13.7000 | 26.03 24.96 23.88 22.98 22.11 13.9500 | 21.27 20.55 19.83 19.17 18.56 14.2000 | 17.95 17.43 16.92 16.44 16.01 14.4500 | 15.58 15.20 14.84 14.49 14.19 14.7000 | 13.89 13.61 13.34 13.08 12.85 14.9500 | 12.62 12.40 12.21 12.02 11.86 15.2000 | 11.71 11.56 11.42 11.29 11.16 15.4500 | 11.03 10.91 10.78 10.66 10.54 15.7000 | 10.43 10.31 10.20 10.08 9.97 15.9500 | 9.85 9.74 9.62 9.51 9.40 16.2000 | 9.29 9.18 9.07 8.97 8.87 16.4500 | 8.77 8.68 8.58 8.50 8.42 16.7000 | 8.34 8.27 8.20 8.13 8.07 16.9500 | 8.01 7.96 7.90 7.85 7.80 17.2000 | 7.75 7.70 7.65 7.61 7.56 17.4500 | 7.52 7.47 7.43 7.39 7.34 17.7000 | 7.30 7.26 7.22 7.18 7.14 17.9500 | 7.10 7.05 7.01 6.97 6.93 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.45 Name.... SUBAREA5 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 18.2000 | 6.89 6.85 6.81 6.77 6.73 18.4500 | 6.69 6.65 6.61 6.57 6.53 18.7000 | 6.48 6.44 6.40 6.36 6.32 18.9500 | 6.28 6.24 6.20 6.16 6.11 19.2000 | 6.07 6.03 5.99 5.95 5.91 19.4500 | 5.86 5.82 5.78 5.74 5.70 19.7000 | 5.65 5.61 5.57 5.53 5.48 19.9500 | 5.44 5.40 5.36 5.31 5.27 20.2000 | 5.23 5.19 5.15 5.11 5.07 20.4500 | 5.04 5.00 4.97 4.94 4.91 20.7000 | 4.89 4.86 4.84 4.82 4.80 20.9500 | 4.78 4.77 4.75 4.74 4.72 21.2000 | 4.71 4.70 4.69 4.67 4.66 21.4500 | 4.65 4.64 4.63 4.62 4.61 21.7000 | 4.61 4.60 4.59 4.58 4.57 21.9500 | 4.56 4.55 4.55 4.54 4.53 22.2000 | 4.52 4.51 4.51 4.50 4.49 22.4500 | 4.48 4.47 4.47 4.46 4.45 22.7000 | 4.44 4.44 4.43 4.42 4.41 22.9500 | 4.40 4.40 4.39 4.38 4.37 23.2000 | 4.37 4.36 4.35 4.34 4.33 23.4500 | 4.33 4.32 4.31 4.30 4.30 23.7000 | 4.29 4.28 4.27 4.26 4.26 23.9500 | 4.25 4.23 4.20 4.18 4.11 24.2000 | 4.04 3.94 3.79 3.65 3.45 24.4500 | 3.24 3.02 2.79 2.55 2.31 24.7000 | 2.09 1.86 1.66 1.47 1.29 24.9500 | 1.14 .99 .88 .78 .68 25.2000 | .60 .53 .47 .41 .36 25.4500 | .32 .28 .25 .22 .19 25.7000 | .17 .15 .13 .11 .10 25.9500 | .09 .08 .07 .06 .05 26.2000 | .04 .04 .03 .03 .03 26.4500 | .02 .02 .02 .01 .01 26.7000 | .01 .01 .01 .00 .00 26.9500 | .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.46 Name.... SUBAREA5 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA5 25-yr Tc = .9771 hrs Drainage Area = 107.500 acres Runoff CN= 64 ============================================ Computational Time Increment = .13028 hrs Computed Peak Time = 12.5071 hrs Computed Peak Flow = 112.12 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.5000 hrs Peak Flow, Interpolated Output = 111.76 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA5 CN = 64 Area = 107.500 acres S = 5.6250 in 0.2S = 1.1250 in Cumulative Runoff ------------------- 2.0520 in 800750 cu.ft HYG Volume... 800750 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .97711 hrs (ID: SUBAREA5) Computational Incr, Tm = .13028 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 = 124.65 cfs Unit peak time Tp = .65141 hrs Unit receding limb, Tr = 2.60564 hrs Total unit time, Tb = 3.25705 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.47 Name.... SUBAREA5 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA5 25-yr Tc = .9771 hrs Drainage Area = 107.500 acres Runoff CN= 64 Calc.Increment= .13028 hrs Out.Incr.= .0500 hrs HYG Volume = 800750 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 .00 .01 .02 10.6500 | .03 .05 .07 .10 .15 10.9000 | .21 .27 .37 .46 .58 11.1500 | .72 .87 1.06 1.26 1.49 11.4000 | 1.76 2.04 2.42 2.84 3.31 11.6500 | 4.25 5.19 7.00 9.71 12.41 11.9000 | 18.32 24.64 31.99 41.98 51.96 12.1500 | 62.88 74.24 85.35 93.28 101.21 12.4000 | 106.64 109.20 111.76 110.60 108.82 12.6500 | 106.28 101.52 96.76 91.14 85.06 12.9000 | 79.02 73.83 68.63 63.98 60.01 13.1500 | 56.04 52.78 49.65 46.66 44.11 13.4000 | 41.57 39.37 37.38 35.41 33.81 13.6500 | 32.21 30.73 29.44 28.15 27.06 13.9000 | 26.01 25.01 24.14 23.27 22.49 14.1500 | 21.76 21.03 20.41 19.80 19.22 14.4000 | 18.71 18.20 17.75 17.33 16.91 14.6500 | 16.55 16.19 15.86 15.55 15.23 14.9000 | 14.96 14.68 14.43 14.20 13.97 15.1500 | 13.78 13.61 13.43 13.27 13.11 15.4000 | 12.96 12.81 12.66 12.52 12.38 15.6500 | 12.24 12.10 11.97 11.83 11.70 15.9000 | 11.56 11.43 11.29 11.16 11.03 16.1500 | 10.90 10.77 10.64 10.52 10.40 16.4000 | 10.28 10.16 10.05 9.95 9.85 16.6500 | 9.75 9.66 9.58 9.49 9.42 16.9000 | 9.35 9.27 9.21 9.15 9.08 17.1500 | 9.02 8.97 8.91 8.85 8.80 17.4000 | 8.75 8.70 8.64 8.59 8.54 17.6500 | 8.49 8.44 8.40 8.35 8.30 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.48 Name.... SUBAREA5 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 8.25 8.20 8.15 8.11 8.06 18.1500 | 8.01 7.96 7.92 7.87 7.82 18.4000 | 7.77 7.73 7.68 7.63 7.58 18.6500 | 7.54 7.49 7.44 7.39 7.35 18.9000 | 7.30 7.25 7.20 7.15 7.11 19.1500 | 7.06 7.01 6.96 6.91 6.86 19.4000 | 6.82 6.77 6.72 6.67 6.62 19.6500 | 6.57 6.52 6.47 6.42 6.37 19.9000 | 6.33 6.28 6.23 6.18 6.13 20.1500 | 6.08 6.03 5.98 5.94 5.89 20.4000 | 5.85 5.81 5.77 5.73 5.69 20.6500 | 5.66 5.63 5.60 5.58 5.55 20.9000 | 5.53 5.51 5.49 5.47 5.46 21.1500 | 5.44 5.43 5.41 5.40 5.38 21.4000 | 5.37 5.36 5.35 5.34 5.33 21.6500 | 5.31 5.30 5.29 5.28 5.27 21.9000 | 5.26 5.25 5.24 5.23 5.22 22.1500 | 5.22 5.21 5.20 5.19 5.18 22.4000 | 5.17 5.16 5.15 5.14 5.13 22.6500 | 5.12 5.11 5.10 5.10 5.09 22.9000 | 5.08 5.07 5.06 5.05 5.04 23.1500 | 5.03 5.02 5.01 5.00 5.00 23.4000 | 4.99 4.98 4.97 4.96 4.95 23.6500 | 4.94 4.93 4.92 4.91 4.90 23.9000 | 4.89 4.88 4.86 4.83 4.80 24.1500 | 4.72 4.64 4.53 4.36 4.19 24.4000 | 3.97 3.73 3.48 3.20 2.93 24.6500 | 2.66 2.40 2.14 1.91 1.68 24.9000 | 1.48 1.31 1.14 1.01 .89 25.1500 | .78 .69 .61 .54 .48 25.4000 | .41 .37 .32 .28 .25 25.6500 | .22 .19 .17 .15 .13 25.9000 | .11 .10 .09 .08 .07 26.1500 | .06 .05 .04 .04 .03 26.4000 | .03 .02 .02 .02 .01 26.6500 | .01 .01 .01 .01 .00 26.9000 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.49 Name.... SUBAREA5 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA5 100-yr Tc = .9771 hrs Drainage Area = 107.500 acres Runoff CN= 64 ============================================ Computational Time Increment = .13028 hrs Computed Peak Time = 12.5071 hrs Computed Peak Flow = 169.34 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.5000 hrs Peak Flow, Interpolated Output = 168.91 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA5 CN = 64 Area = 107.500 acres S = 5.6250 in 0.2S = 1.1250 in Cumulative Runoff ------------------- 3.0014 in 1171205 cu.ft HYG Volume... 1171205 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .97711 hrs (ID: SUBAREA5) Computational Incr, Tm = .13028 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 = 124.65 cfs Unit peak time Tp = .65141 hrs Unit receding limb, Tr = 2.60564 hrs Total unit time, Tb = 3.25705 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.50 Name.... SUBAREA5 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA5 100-yr Tc = .9771 hrs Drainage Area = 107.500 acres Runoff CN= 64 Calc.Increment= .13028 hrs Out.Incr.= .0500 hrs HYG Volume = 1171205 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.5000 | .00 .00 .00 .01 .02 9.7500 | .02 .04 .06 .08 .11 10.0000 | .15 .20 .25 .31 .38 10.2500 | .46 .55 .65 .76 .87 10.5000 | 1.01 1.14 1.29 1.45 1.62 10.7500 | 1.81 2.00 2.22 2.45 2.68 11.0000 | 2.96 3.24 3.54 3.88 4.21 11.2500 | 4.62 5.04 5.49 6.02 6.54 11.5000 | 7.24 8.01 8.86 10.50 12.13 11.7500 | 15.14 19.55 23.96 33.16 42.97 12.0000 | 54.26 69.31 84.35 100.45 117.04 12.2500 | 133.24 144.36 155.48 162.84 165.87 12.5000 | 168.91 166.44 163.07 158.62 150.97 12.7500 | 143.32 134.58 125.24 115.96 108.09 13.0000 | 100.21 93.17 87.19 81.21 76.30 13.2500 | 71.61 67.12 63.32 59.52 56.25 13.5000 | 53.30 50.36 48.00 45.64 43.46 13.7500 | 41.56 39.66 38.06 36.54 35.06 14.0000 | 33.80 32.54 31.40 30.35 29.29 14.2500 | 28.40 27.52 26.69 25.96 25.22 14.5000 | 24.58 23.97 23.38 22.86 22.35 14.7500 | 21.87 21.42 20.97 20.58 20.19 15.0000 | 19.82 19.50 19.18 18.91 18.67 15.2500 | 18.42 18.20 17.97 17.76 17.55 15.5000 | 17.34 17.14 16.95 16.75 16.56 15.7500 | 16.37 16.18 15.99 15.80 15.62 16.0000 | 15.43 15.25 15.06 14.88 14.70 16.2500 | 14.53 14.35 14.19 14.02 13.86 16.5000 | 13.71 13.56 13.43 13.29 13.17 16.7500 | 13.05 12.93 12.83 12.73 12.63 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.51 Name.... SUBAREA5 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 17.0000 | 12.54 12.45 12.36 12.28 12.20 17.2500 | 12.12 12.04 11.97 11.89 11.82 17.5000 | 11.75 11.68 11.61 11.54 11.47 17.7500 | 11.40 11.34 11.27 11.20 11.14 18.0000 | 11.07 11.00 10.94 10.87 10.80 18.2500 | 10.74 10.67 10.61 10.54 10.48 18.5000 | 10.41 10.35 10.28 10.21 10.15 18.7500 | 10.08 10.02 9.95 9.89 9.82 19.0000 | 9.75 9.69 9.62 9.55 9.49 19.2500 | 9.42 9.35 9.29 9.22 9.15 19.5000 | 9.09 9.02 8.95 8.89 8.82 19.7500 | 8.75 8.69 8.62 8.55 8.48 20.0000 | 8.42 8.35 8.28 8.21 8.15 20.2500 | 8.08 8.02 7.96 7.90 7.84 20.5000 | 7.79 7.74 7.69 7.65 7.60 20.7500 | 7.56 7.53 7.49 7.47 7.44 21.0000 | 7.41 7.39 7.36 7.34 7.32 21.2500 | 7.30 7.28 7.26 7.24 7.23 21.5000 | 7.21 7.19 7.18 7.16 7.15 21.7500 | 7.13 7.12 7.11 7.09 7.08 22.0000 | 7.07 7.05 7.04 7.03 7.01 22.2500 | 7.00 6.99 6.97 6.96 6.95 22.5000 | 6.93 6.92 6.91 6.90 6.88 22.7500 | 6.87 6.86 6.85 6.83 6.82 23.0000 | 6.81 6.79 6.78 6.77 6.76 23.2500 | 6.74 6.73 6.72 6.71 6.69 23.5000 | 6.68 6.67 6.65 6.64 6.63 23.7500 | 6.62 6.60 6.59 6.58 6.56 24.0000 | 6.54 6.49 6.45 6.35 6.24 24.2500 | 6.09 5.86 5.64 5.33 5.00 24.5000 | 4.67 4.30 3.93 3.57 3.22 24.7500 | 2.87 2.56 2.26 1.98 1.76 25.0000 | 1.53 1.36 1.20 1.04 .93 25.2500 | .82 .72 .64 .56 .49 25.5000 | .44 .38 .34 .29 .26 25.7500 | .23 .20 .18 .15 .14 26.0000 | .12 .10 .09 .08 .07 26.2500 | .06 .05 .04 .04 .03 26.5000 | .03 .02 .02 .02 .01 26.7500 | .01 .01 .01 .00 .00 27.0000 | .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.52 Name.... SUBAREA6 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA6 15-Yr Tc = .5636 hrs Drainage Area = 32.600 acres Runoff CN= 60 ============================================ Computational Time Increment = .07515 hrs Computed Peak Time = 12.2491 hrs Computed Peak Flow = 32.43 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.2500 hrs Peak Flow, Interpolated Output = 32.42 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA6 CN = 60 Area = 32.600 acres S = 6.6667 in 0.2S = 1.3333 in Cumulative Runoff ------------------- 1.4194 in 167970 cu.ft HYG Volume... 167968 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .56361 hrs (ID: SUBAREA6) Computational Incr, Tm = .07515 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 = 65.54 cfs Unit peak time Tp = .37574 hrs Unit receding limb, Tr = 1.50296 hrs Total unit time, Tb = 1.87870 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.53 Name.... SUBAREA6 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA6 15-Yr Tc = .5636 hrs Drainage Area = 32.600 acres Runoff CN= 60 Calc.Increment= .07515 hrs Out.Incr.= .0500 hrs HYG Volume = 167968 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.2500 | .00 .00 .00 .01 .02 11.5000 | .05 .10 .20 .34 .68 11.7500 | 1.25 2.06 3.82 6.36 9.63 12.0000 | 14.42 19.41 24.55 28.41 31.01 12.2500 | 32.42 31.66 30.15 27.94 25.19 12.5000 | 22.53 19.96 17.94 16.13 14.54 12.7500 | 13.24 12.05 10.99 10.15 9.39 13.0000 | 8.72 8.18 7.70 7.26 6.90 13.2500 | 6.57 6.27 6.02 5.78 5.57 13.5000 | 5.38 5.20 5.03 4.87 4.72 13.7500 | 4.58 4.46 4.35 4.24 4.14 14.0000 | 4.05 3.96 3.87 3.78 3.70 14.2500 | 3.63 3.56 3.49 3.44 3.38 14.5000 | 3.33 3.29 3.25 3.21 3.18 14.7500 | 3.15 3.11 3.08 3.05 3.02 15.0000 | 2.99 2.96 2.94 2.91 2.88 15.2500 | 2.85 2.82 2.79 2.77 2.74 15.5000 | 2.71 2.68 2.65 2.62 2.60 15.7500 | 2.57 2.54 2.51 2.48 2.45 16.0000 | 2.42 2.39 2.36 2.33 2.30 16.2500 | 2.28 2.25 2.23 2.21 2.19 16.5000 | 2.17 2.16 2.14 2.13 2.12 16.7500 | 2.10 2.09 2.08 2.07 2.06 17.0000 | 2.05 2.04 2.03 2.02 2.00 17.2500 | 1.99 1.98 1.97 1.96 1.95 17.5000 | 1.94 1.93 1.92 1.91 1.90 17.7500 | 1.89 1.88 1.87 1.86 1.85 18.0000 | 1.84 1.83 1.82 1.81 1.80 18.2500 | 1.78 1.77 1.76 1.75 1.74 18.5000 | 1.73 1.72 1.71 1.70 1.69 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.54 Name.... SUBAREA6 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 18.7500 | 1.68 1.66 1.65 1.64 1.63 19.0000 | 1.62 1.61 1.60 1.59 1.58 19.2500 | 1.56 1.55 1.54 1.53 1.52 19.5000 | 1.51 1.50 1.48 1.47 1.46 19.7500 | 1.45 1.44 1.43 1.42 1.40 20.0000 | 1.39 1.38 1.37 1.36 1.35 20.2500 | 1.34 1.33 1.32 1.31 1.31 20.5000 | 1.30 1.30 1.29 1.29 1.28 20.7500 | 1.28 1.28 1.28 1.27 1.27 21.0000 | 1.27 1.27 1.26 1.26 1.26 21.2500 | 1.26 1.26 1.25 1.25 1.25 21.5000 | 1.25 1.25 1.24 1.24 1.24 21.7500 | 1.24 1.24 1.23 1.23 1.23 22.0000 | 1.23 1.23 1.22 1.22 1.22 22.2500 | 1.22 1.22 1.21 1.21 1.21 22.5000 | 1.21 1.21 1.20 1.20 1.20 22.7500 | 1.20 1.20 1.19 1.19 1.19 23.0000 | 1.19 1.19 1.18 1.18 1.18 23.2500 | 1.18 1.18 1.17 1.17 1.17 23.5000 | 1.17 1.17 1.16 1.16 1.16 23.7500 | 1.16 1.15 1.15 1.15 1.15 24.0000 | 1.14 1.13 1.10 1.06 .99 24.2500 | .90 .80 .68 .58 .47 24.5000 | .38 .31 .25 .20 .16 24.7500 | .13 .10 .08 .07 .05 25.0000 | .04 .03 .03 .02 .02 25.2500 | .01 .01 .01 .01 .00 25.5000 | .00 .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.55 Name.... SUBAREA6 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA6 25-yr Tc = .5636 hrs Drainage Area = 32.600 acres Runoff CN= 60 ============================================ Computational Time Increment = .07515 hrs Computed Peak Time = 12.2491 hrs Computed Peak Flow = 40.72 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.2500 hrs Peak Flow, Interpolated Output = 40.70 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA6 CN = 60 Area = 32.600 acres S = 6.6667 in 0.2S = 1.3333 in Cumulative Runoff ------------------- 1.7282 in 204511 cu.ft HYG Volume... 204509 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .56361 hrs (ID: SUBAREA6) Computational Incr, Tm = .07515 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 = 65.54 cfs Unit peak time Tp = .37574 hrs Unit receding limb, Tr = 1.50296 hrs Total unit time, Tb = 1.87870 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.56 Name.... SUBAREA6 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA6 25-yr Tc = .5636 hrs Drainage Area = 32.600 acres Runoff CN= 60 Calc.Increment= .07515 hrs Out.Incr.= .0500 hrs HYG Volume = 204509 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.0500 | .00 .00 .01 .02 .04 11.3000 | .08 .12 .18 .26 .35 11.5500 | .48 .68 .95 1.49 2.33 11.8000 | 3.49 5.85 9.14 13.33 19.29 12.0500 | 25.43 31.67 36.23 39.21 40.70 12.3000 | 39.54 37.49 34.58 31.07 27.70 12.5500 | 24.47 21.94 19.68 17.68 16.06 12.8000 | 14.59 13.28 12.23 11.29 10.47 13.0500 | 9.81 9.21 8.68 8.24 7.83 13.3000 | 7.47 7.16 6.87 6.61 6.38 13.5500 | 6.16 5.95 5.76 5.58 5.42 13.8000 | 5.27 5.14 5.01 4.89 4.78 14.0500 | 4.67 4.57 4.47 4.37 4.28 14.3000 | 4.20 4.12 4.05 3.99 3.93 14.5500 | 3.88 3.83 3.78 3.74 3.70 14.8000 | 3.66 3.63 3.59 3.56 3.52 15.0500 | 3.49 3.45 3.42 3.38 3.35 15.3000 | 3.32 3.28 3.25 3.22 3.18 15.5500 | 3.15 3.11 3.08 3.05 3.01 15.8000 | 2.98 2.94 2.91 2.87 2.84 16.0500 | 2.80 2.77 2.73 2.70 2.67 16.3000 | 2.64 2.61 2.59 2.57 2.55 16.5500 | 2.53 2.51 2.49 2.48 2.46 16.8000 | 2.45 2.43 2.42 2.41 2.40 17.0500 | 2.38 2.37 2.36 2.35 2.33 17.3000 | 2.32 2.31 2.30 2.28 2.27 17.5500 | 2.26 2.25 2.23 2.22 2.21 17.8000 | 2.20 2.18 2.17 2.16 2.15 18.0500 | 2.13 2.12 2.11 2.10 2.08 18.3000 | 2.07 2.06 2.05 2.03 2.02 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.57 Name.... SUBAREA6 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 18.5500 | 2.01 1.99 1.98 1.97 1.96 18.8000 | 1.94 1.93 1.92 1.90 1.89 19.0500 | 1.88 1.86 1.85 1.84 1.82 19.3000 | 1.81 1.80 1.78 1.77 1.76 19.5500 | 1.74 1.73 1.72 1.70 1.69 19.8000 | 1.68 1.66 1.65 1.64 1.62 20.0500 | 1.61 1.60 1.58 1.57 1.56 20.3000 | 1.55 1.54 1.53 1.52 1.52 20.5500 | 1.51 1.50 1.50 1.50 1.49 20.8000 | 1.49 1.49 1.48 1.48 1.48 21.0500 | 1.47 1.47 1.47 1.47 1.46 21.3000 | 1.46 1.46 1.46 1.45 1.45 21.5500 | 1.45 1.45 1.45 1.44 1.44 21.8000 | 1.44 1.44 1.43 1.43 1.43 22.0500 | 1.43 1.42 1.42 1.42 1.42 22.3000 | 1.41 1.41 1.41 1.41 1.41 22.5500 | 1.40 1.40 1.40 1.40 1.39 22.8000 | 1.39 1.39 1.39 1.38 1.38 23.0500 | 1.38 1.38 1.37 1.37 1.37 23.3000 | 1.37 1.36 1.36 1.36 1.36 23.5500 | 1.35 1.35 1.35 1.35 1.34 23.8000 | 1.34 1.34 1.34 1.33 1.33 24.0500 | 1.31 1.28 1.23 1.15 1.04 24.3000 | .92 .79 .67 .55 .44 24.5500 | .36 .29 .23 .18 .15 24.8000 | .12 .10 .08 .06 .05 25.0500 | .04 .03 .02 .02 .02 25.3000 | .01 .01 .01 .01 .00 25.5500 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.58 Name.... SUBAREA6 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA6 100-yr Tc = .5636 hrs Drainage Area = 32.600 acres Runoff CN= 60 ============================================ Computational Time Increment = .07515 hrs Computed Peak Time = 12.2491 hrs Computed Peak Flow = 64.11 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.2500 hrs Peak Flow, Interpolated Output = 64.07 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA6 CN = 60 Area = 32.600 acres S = 6.6667 in 0.2S = 1.3333 in Cumulative Runoff ------------------- 2.6036 in 308105 cu.ft HYG Volume... 308101 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .56361 hrs (ID: SUBAREA6) Computational Incr, Tm = .07515 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 = 65.54 cfs Unit peak time Tp = .37574 hrs Unit receding limb, Tr = 1.50296 hrs Total unit time, Tb = 1.87870 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.59 Name.... SUBAREA6 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA6 100-yr Tc = .5636 hrs Drainage Area = 32.600 acres Runoff CN= 60 Calc.Increment= .07515 hrs Out.Incr.= .0500 hrs HYG Volume = 308101 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.3000 | .00 .00 .01 .01 .03 10.5500 | .04 .07 .10 .14 .18 10.8000 | .23 .29 .35 .43 .51 11.0500 | .59 .69 .80 .91 1.04 11.3000 | 1.19 1.34 1.53 1.73 1.95 11.5500 | 2.25 2.67 3.21 4.27 5.87 11.8000 | 8.00 12.04 17.48 24.24 33.47 12.0500 | 42.77 52.06 58.47 62.44 64.07 12.3000 | 61.72 58.06 53.16 47.50 42.12 12.5500 | 37.01 33.04 29.50 26.38 23.87 12.8000 | 21.60 19.56 17.96 16.52 15.26 13.0500 | 14.26 13.36 12.55 11.88 11.27 13.3000 | 10.72 10.26 9.84 9.45 9.10 13.5500 | 8.78 8.47 8.19 7.92 7.68 13.8000 | 7.47 7.27 7.09 6.92 6.76 14.0500 | 6.60 6.45 6.30 6.16 6.04 14.3000 | 5.92 5.80 5.71 5.61 5.53 14.5500 | 5.46 5.39 5.32 5.26 5.20 14.8000 | 5.15 5.09 5.04 4.99 4.94 15.0500 | 4.89 4.84 4.79 4.74 4.69 15.3000 | 4.65 4.60 4.55 4.50 4.45 15.5500 | 4.40 4.35 4.31 4.26 4.21 15.8000 | 4.16 4.11 4.06 4.01 3.96 16.0500 | 3.91 3.86 3.81 3.77 3.72 16.3000 | 3.68 3.64 3.61 3.57 3.55 16.5500 | 3.52 3.49 3.47 3.45 3.43 16.8000 | 3.41 3.39 3.37 3.35 3.33 17.0500 | 3.31 3.29 3.28 3.26 3.24 17.3000 | 3.22 3.21 3.19 3.17 3.15 17.5500 | 3.14 3.12 3.10 3.08 3.06 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.60 Name.... SUBAREA6 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 17.8000 | 3.05 3.03 3.01 2.99 2.98 18.0500 | 2.96 2.94 2.92 2.90 2.89 18.3000 | 2.87 2.85 2.83 2.81 2.80 18.5500 | 2.78 2.76 2.74 2.72 2.70 18.8000 | 2.69 2.67 2.65 2.63 2.61 19.0500 | 2.59 2.58 2.56 2.54 2.52 19.3000 | 2.50 2.48 2.46 2.45 2.43 19.5500 | 2.41 2.39 2.37 2.35 2.33 19.8000 | 2.31 2.29 2.28 2.26 2.24 20.0500 | 2.22 2.20 2.18 2.17 2.15 20.3000 | 2.13 2.12 2.11 2.10 2.09 20.5500 | 2.08 2.07 2.07 2.06 2.06 20.8000 | 2.05 2.05 2.04 2.04 2.03 21.0500 | 2.03 2.03 2.02 2.02 2.02 21.3000 | 2.01 2.01 2.00 2.00 2.00 21.5500 | 1.99 1.99 1.99 1.98 1.98 21.8000 | 1.98 1.97 1.97 1.97 1.96 22.0500 | 1.96 1.96 1.95 1.95 1.95 22.3000 | 1.94 1.94 1.94 1.93 1.93 22.5500 | 1.93 1.92 1.92 1.92 1.91 22.8000 | 1.91 1.90 1.90 1.90 1.89 23.0500 | 1.89 1.89 1.88 1.88 1.88 23.3000 | 1.87 1.87 1.87 1.86 1.86 23.5500 | 1.86 1.85 1.85 1.85 1.84 23.8000 | 1.84 1.83 1.83 1.83 1.82 24.0500 | 1.80 1.76 1.68 1.58 1.43 24.3000 | 1.26 1.09 .92 .75 .61 24.5500 | .49 .39 .31 .25 .20 24.8000 | .16 .13 .10 .08 .07 25.0500 | .05 .04 .03 .03 .02 25.3000 | .02 .01 .01 .01 .01 25.5500 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.61 Name.... SUBAREA7 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA7 15-Yr Tc = .3668 hrs Drainage Area = 57.600 acres Runoff CN= 62 ============================================ Computational Time Increment = .04891 hrs Computed Peak Time = 12.1292 hrs Computed Peak Flow = 85.28 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = 83.57 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% ============================================ DRAINAGE AREA ------------------- ID:SUBAREA7 CN = 62 Area = 57.600 acres S = 6.1290 in 0.2S = 1.2258 in Cumulative Runoff ------------------- 1.5633 in 326864 cu.ft HYG Volume... 326791 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .36681 hrs (ID: SUBAREA7) Computational Incr, Tm = .04891 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 = 177.92 cfs Unit peak time Tp = .24454 hrs Unit receding limb, Tr = .97816 hrs Total unit time, Tb = 1.22270 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.62 Name.... SUBAREA7 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA7 15-Yr Tc = .3668 hrs Drainage Area = 57.600 acres Runoff CN= 62 Calc.Increment= .04891 hrs Out.Incr.= .0500 hrs HYG Volume = 326791 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.0500 | .00 .01 .02 .06 .12 11.3000 | .22 .35 .51 .71 .94 11.5500 | 1.26 1.75 2.63 4.17 6.84 11.8000 | 11.21 18.33 29.20 43.90 60.42 12.0500 | 74.71 83.07 83.57 77.20 67.18 12.3000 | 56.53 47.16 39.82 34.26 29.86 12.5500 | 26.26 23.29 20.83 18.80 17.15 12.8000 | 15.82 14.75 13.87 13.13 12.48 13.0500 | 11.90 11.39 10.95 10.57 10.24 13.3000 | 9.94 9.67 9.42 9.18 8.95 13.5500 | 8.73 8.52 8.31 8.11 7.92 13.8000 | 7.75 7.57 7.41 7.25 7.09 14.0500 | 6.93 6.78 6.64 6.51 6.40 14.3000 | 6.30 6.22 6.14 6.07 6.01 14.5500 | 5.95 5.89 5.84 5.78 5.73 14.8000 | 5.68 5.62 5.57 5.52 5.47 15.0500 | 5.41 5.36 5.31 5.26 5.20 15.3000 | 5.15 5.10 5.04 4.99 4.93 15.5500 | 4.88 4.82 4.77 4.71 4.66 15.8000 | 4.60 4.54 4.49 4.43 4.38 16.0500 | 4.32 4.26 4.21 4.16 4.12 16.3000 | 4.09 4.05 4.03 4.00 3.98 16.5500 | 3.95 3.93 3.91 3.89 3.87 16.8000 | 3.85 3.83 3.81 3.80 3.78 17.0500 | 3.76 3.74 3.72 3.70 3.68 17.3000 | 3.66 3.64 3.62 3.60 3.58 17.5500 | 3.56 3.54 3.52 3.50 3.48 17.8000 | 3.46 3.44 3.42 3.40 3.38 18.0500 | 3.36 3.34 3.32 3.30 3.28 18.3000 | 3.26 3.24 3.22 3.20 3.18 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.63 Name.... SUBAREA7 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 18.5500 | 3.16 3.13 3.11 3.09 3.07 18.8000 | 3.05 3.03 3.01 2.99 2.97 19.0500 | 2.95 2.92 2.90 2.88 2.86 19.3000 | 2.84 2.82 2.80 2.77 2.75 19.5500 | 2.73 2.71 2.69 2.67 2.64 19.8000 | 2.62 2.60 2.58 2.56 2.54 20.0500 | 2.51 2.49 2.47 2.46 2.44 20.3000 | 2.43 2.42 2.41 2.40 2.40 20.5500 | 2.39 2.39 2.38 2.38 2.37 20.8000 | 2.37 2.37 2.36 2.36 2.36 21.0500 | 2.35 2.35 2.34 2.34 2.34 21.3000 | 2.33 2.33 2.33 2.32 2.32 21.5500 | 2.31 2.31 2.31 2.30 2.30 21.8000 | 2.30 2.29 2.29 2.28 2.28 22.0500 | 2.28 2.27 2.27 2.27 2.26 22.3000 | 2.26 2.25 2.25 2.25 2.24 22.5500 | 2.24 2.23 2.23 2.23 2.22 22.8000 | 2.22 2.21 2.21 2.21 2.20 23.0500 | 2.20 2.20 2.19 2.19 2.18 23.3000 | 2.18 2.18 2.17 2.17 2.16 23.5500 | 2.16 2.16 2.15 2.15 2.14 23.8000 | 2.14 2.14 2.13 2.13 2.12 24.0500 | 2.07 1.96 1.74 1.45 1.13 24.3000 | .84 .60 .42 .30 .22 24.5500 | .15 .11 .08 .06 .04 24.8000 | .03 .02 .01 .01 .01 25.0500 | .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.64 Name.... SUBAREA7 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA7 25-yr Tc = .3668 hrs Drainage Area = 57.600 acres Runoff CN= 62 ============================================ Computational Time Increment = .04891 hrs Computed Peak Time = 12.1292 hrs Computed Peak Flow = 105.04 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 102.80 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% ============================================ DRAINAGE AREA ------------------- ID:SUBAREA7 CN = 62 Area = 57.600 acres S = 6.1290 in 0.2S = 1.2258 in Cumulative Runoff ------------------- 1.8880 in 394749 cu.ft HYG Volume... 394659 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .36681 hrs (ID: SUBAREA7) Computational Incr, Tm = .04891 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 = 177.92 cfs Unit peak time Tp = .24454 hrs Unit receding limb, Tr = .97816 hrs Total unit time, Tb = 1.22270 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.65 Name.... SUBAREA7 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA7 25-yr Tc = .3668 hrs Drainage Area = 57.600 acres Runoff CN= 62 Calc.Increment= .04891 hrs Out.Incr.= .0500 hrs HYG Volume = 394659 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7000 | .00 .00 .01 .02 .05 10.9500 | .10 .17 .27 .38 .51 11.2000 | .66 .84 1.05 1.28 1.55 11.4500 | 1.85 2.18 2.63 3.33 4.58 11.7000 | 6.74 10.36 16.11 25.21 38.75 11.9500 | 56.72 76.55 93.37 102.80 102.68 12.2000 | 94.36 81.76 68.57 57.02 48.01 12.4500 | 41.18 35.79 31.40 27.79 24.80 12.7000 | 22.34 20.35 18.75 17.45 16.40 12.9500 | 15.51 14.73 14.03 13.42 12.89 13.2000 | 12.44 12.04 11.69 11.36 11.07 13.4500 | 10.78 10.51 10.25 10.00 9.75 13.7000 | 9.52 9.29 9.08 8.88 8.68 13.9500 | 8.49 8.31 8.12 7.95 7.78 14.2000 | 7.63 7.49 7.38 7.27 7.18 14.4500 | 7.10 7.03 6.96 6.89 6.82 14.7000 | 6.76 6.70 6.63 6.57 6.51 14.9500 | 6.45 6.39 6.32 6.26 6.20 15.2000 | 6.14 6.07 6.01 5.95 5.88 15.4500 | 5.82 5.75 5.69 5.62 5.56 15.7000 | 5.49 5.43 5.36 5.30 5.23 15.9500 | 5.16 5.10 5.03 4.97 4.91 16.2000 | 4.85 4.80 4.76 4.72 4.69 16.4500 | 4.66 4.63 4.60 4.58 4.55 16.7000 | 4.53 4.51 4.48 4.46 4.44 16.9500 | 4.41 4.39 4.37 4.35 4.32 17.2000 | 4.30 4.28 4.25 4.23 4.21 17.4500 | 4.19 4.16 4.14 4.12 4.09 17.7000 | 4.07 4.05 4.02 4.00 3.97 17.9500 | 3.95 3.93 3.90 3.88 3.86 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.66 Name.... SUBAREA7 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 18.2000 | 3.83 3.81 3.78 3.76 3.73 18.4500 | 3.71 3.69 3.66 3.64 3.61 18.7000 | 3.59 3.56 3.54 3.51 3.49 18.9500 | 3.47 3.44 3.42 3.39 3.37 19.2000 | 3.34 3.32 3.29 3.27 3.24 19.4500 | 3.22 3.19 3.17 3.14 3.12 19.7000 | 3.09 3.06 3.04 3.01 2.99 19.9500 | 2.96 2.94 2.91 2.89 2.87 20.2000 | 2.85 2.83 2.81 2.80 2.79 20.4500 | 2.78 2.78 2.77 2.77 2.76 20.7000 | 2.75 2.75 2.75 2.74 2.74 20.9500 | 2.73 2.73 2.72 2.72 2.71 21.2000 | 2.71 2.71 2.70 2.70 2.69 21.4500 | 2.69 2.68 2.68 2.67 2.67 21.7000 | 2.67 2.66 2.66 2.65 2.65 21.9500 | 2.64 2.64 2.63 2.63 2.62 22.2000 | 2.62 2.62 2.61 2.61 2.60 22.4500 | 2.60 2.59 2.59 2.58 2.58 22.7000 | 2.57 2.57 2.57 2.56 2.56 22.9500 | 2.55 2.55 2.54 2.54 2.53 23.2000 | 2.53 2.52 2.52 2.51 2.51 23.4500 | 2.50 2.50 2.50 2.49 2.49 23.7000 | 2.48 2.48 2.47 2.47 2.46 23.9500 | 2.46 2.45 2.39 2.26 2.01 24.2000 | 1.67 1.31 .97 .69 .49 24.4500 | .35 .25 .18 .13 .09 24.7000 | .06 .04 .03 .02 .01 24.9500 | .01 .01 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.67 Name.... SUBAREA7 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA7 100-yr Tc = .3668 hrs Drainage Area = 57.600 acres Runoff CN= 62 ============================================ Computational Time Increment = .04891 hrs Computed Peak Time = 12.1292 hrs Computed Peak Flow = 160.10 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 157.93 cfs ============================================ DRAINAGE AREA ------------------- ID:SUBAREA7 CN = 62 Area = 57.600 acres S = 6.1290 in 0.2S = 1.2258 in Cumulative Runoff ------------------- 2.8010 in 585662 cu.ft HYG Volume... 585527 cu.ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .36681 hrs (ID: SUBAREA7) Computational Incr, Tm = .04891 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 = 177.92 cfs Unit peak time Tp = .24454 hrs Unit receding limb, Tr = .97816 hrs Total unit time, Tb = 1.22270 hrs S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.68 Name.... SUBAREA7 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 = - SUBAREA7 100-yr Tc = .3668 hrs Drainage Area = 57.600 acres Runoff CN= 62 Calc.Increment= .04891 hrs Out.Incr.= .0500 hrs HYG Volume = 585527 cu.ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.9000 | .00 .00 .01 .03 .06 10.1500 | .10 .15 .21 .28 .36 10.4000 | .45 .54 .64 .75 .87 10.6500 | .99 1.13 1.27 1.43 1.60 10.9000 | 1.79 1.99 2.20 2.43 2.67 11.1500 | 2.95 3.25 3.61 4.00 4.45 11.4000 | 4.94 5.48 6.08 6.89 8.18 11.6500 | 10.51 14.44 20.83 30.56 45.28 11.9000 | 66.31 93.33 122.24 145.82 157.93 12.1500 | 155.87 141.93 122.10 101.79 84.19 12.4000 | 70.51 60.16 52.03 45.43 40.04 12.6500 | 35.60 31.97 29.03 26.67 24.77 12.9000 | 23.22 21.92 20.78 19.77 18.89 13.1500 | 18.13 17.48 16.91 16.40 15.93 13.4000 | 15.51 15.10 14.72 14.34 13.98 13.6500 | 13.63 13.30 12.98 12.68 12.39 13.9000 | 12.11 11.84 11.57 11.31 11.06 14.1500 | 10.83 10.61 10.42 10.25 10.11 14.4000 | 9.98 9.86 9.76 9.66 9.56 14.6500 | 9.47 9.37 9.28 9.19 9.11 14.9000 | 9.02 8.93 8.84 8.75 8.66 15.1500 | 8.58 8.49 8.40 8.31 8.22 15.4000 | 8.13 8.04 7.95 7.86 7.77 15.6500 | 7.67 7.58 7.49 7.40 7.30 15.9000 | 7.21 7.12 7.03 6.93 6.84 16.1500 | 6.76 6.68 6.61 6.55 6.50 16.4000 | 6.45 6.41 6.37 6.33 6.30 16.6500 | 6.26 6.23 6.20 6.16 6.13 16.9000 | 6.10 6.07 6.03 6.00 5.97 17.1500 | 5.94 5.90 5.87 5.84 5.81 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.69 Name.... SUBAREA7 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 17.4000 | 5.77 5.74 5.71 5.68 5.64 17.6500 | 5.61 5.58 5.54 5.51 5.48 17.9000 | 5.45 5.41 5.38 5.35 5.31 18.1500 | 5.28 5.25 5.21 5.18 5.14 18.4000 | 5.11 5.08 5.04 5.01 4.98 18.6500 | 4.94 4.91 4.87 4.84 4.80 18.9000 | 4.77 4.74 4.70 4.67 4.63 19.1500 | 4.60 4.56 4.53 4.50 4.46 19.4000 | 4.43 4.39 4.36 4.32 4.29 19.6500 | 4.25 4.22 4.18 4.15 4.11 19.9000 | 4.08 4.04 4.01 3.97 3.94 20.1500 | 3.91 3.88 3.86 3.84 3.82 20.4000 | 3.81 3.79 3.78 3.78 3.77 20.6500 | 3.76 3.75 3.75 3.74 3.73 20.9000 | 3.73 3.72 3.71 3.71 3.70 21.1500 | 3.69 3.69 3.68 3.68 3.67 21.4000 | 3.66 3.66 3.65 3.64 3.64 21.6500 | 3.63 3.63 3.62 3.61 3.61 21.9000 | 3.60 3.59 3.59 3.58 3.57 22.1500 | 3.57 3.56 3.55 3.55 3.54 22.4000 | 3.54 3.53 3.52 3.52 3.51 22.6500 | 3.50 3.50 3.49 3.48 3.48 22.9000 | 3.47 3.46 3.46 3.45 3.44 23.1500 | 3.44 3.43 3.42 3.42 3.41 23.4000 | 3.40 3.40 3.39 3.39 3.38 23.6500 | 3.37 3.37 3.36 3.35 3.35 23.9000 | 3.34 3.33 3.32 3.25 3.07 24.1500 | 2.73 2.27 1.77 1.31 .94 24.4000 | .67 .48 .34 .24 .17 24.6500 | .12 .09 .06 .04 .03 24.9000 | .02 .01 .01 .00 .00 25.1500 | .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Chn-Trapz. Page 9.01 Name.... CHN-TRAPZ - 1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Chn-Trapz. Page 9.02 Name.... CHN-TRAPZ - 1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Channel Equations Page 9.03 Name.... CHN-TRAPZ - 1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Chn-Trapz. Page 9.04 Name.... CHN-TRAPZ - 2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Solution to Mannings Open Channel Flow Equation (Computed values are based on normal depth.) TRAPEZOIDAL CROSS SECTION Slope = .004000 ft/ft Mannings n = 0.05000 Invert Elev. = 569.00 ft Top of Channel = 580.00 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. -------- ------- ------ ------- ------- ------ ------ ----- ------ 569.000 .00 .00 .00 .0000 .00 .00 .00 0.00 569.010 .01 .01 .09 .1503 15.04 15.04 .01 0.15 569.220 .22 2.27 .67 3.3963 15.88 15.98 .21 0.26 569.440 .44 7.27 1.04 6.9872 16.76 16.97 .42 0.28 569.660 .66 14.40 1.34 10.7707 17.64 17.95 .61 0.30 569.880 .88 23.47 1.59 14.7489 18.52 18.94 .80 0.31 570.100 1.10 34.36 1.82 18.9195 19.40 19.92 .98 0.32 570.320 1.32 47.03 2.02 23.2850 20.28 20.90 1.15 0.33 570.540 1.54 61.44 2.21 27.8427 21.16 21.89 1.32 0.34 570.760 1.76 77.59 2.38 32.5954 22.04 22.87 1.48 0.35 570.980 1.98 95.46 2.54 37.5404 22.92 23.85 1.64 0.35 571.200 2.20 115.08 2.70 42.6803 23.80 24.84 1.79 0.35 571.420 2.42 136.45 2.84 48.0124 24.68 25.82 1.95 0.36 571.640 2.64 159.60 2.98 53.5396 25.56 26.81 2.09 0.36 571.860 2.86 184.52 3.11 59.2588 26.44 27.79 2.24 0.37 572.080 3.08 211.27 3.24 65.1733 27.32 28.77 2.39 0.37 572.300 3.30 239.84 3.36 71.2797 28.20 29.76 2.53 0.37 572.520 3.52 270.29 3.48 77.5814 29.08 30.74 2.67 0.38 572.740 3.74 302.62 3.60 84.0749 29.96 31.73 2.81 0.38 572.960 3.96 336.87 3.71 90.7639 30.84 32.71 2.94 0.38 573.180 4.18 373.05 3.82 97.6446 31.72 33.69 3.08 0.38 573.400 4.40 411.22 3.93 104.7208 32.60 34.68 3.21 0.39 573.620 4.62 451.39 4.03 111.9886 33.48 35.66 3.34 0.39 573.840 4.84 493.59 4.13 119.4521 34.36 36.65 3.48 0.39 574.060 5.06 537.84 4.23 127.1071 35.24 37.63 3.61 0.39 574.280 5.28 584.20 4.33 134.9579 36.12 38.61 3.74 0.39 574.500 5.50 632.67 4.42 143.0000 37.00 39.60 3.86 0.40 574.720 5.72 683.28 4.52 151.2357 37.88 40.58 3.99 0.40 574.940 5.94 736.09 4.61 159.6673 38.76 41.56 4.12 0.40 575.160 6.16 791.10 4.70 168.2901 39.64 42.55 4.25 0.40 575.380 6.38 848.36 4.79 177.1090 40.52 43.53 4.37 0.40 575.600 6.60 907.88 4.88 186.1190 41.40 44.52 4.50 0.41 575.820 6.82 969.72 4.96 195.3251 42.28 45.50 4.62 0.41 576.040 7.04 1033.86 5.05 204.7222 43.16 46.48 4.74 0.41 576.260 7.26 1100.39 5.13 214.3156 44.04 47.47 4.87 0.41 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Chn-Trapz. Page 9.05 Name.... CHN-TRAPZ - 2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Solution to Mannings Open Channel Flow Equation (Computed values are based on normal depth.) TRAPEZOIDAL CROSS SECTION Slope = .004000 ft/ft Mannings n = 0.05000 Invert Elev. = 569.00 ft Top of Channel = 580.00 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. -------- ------- ------ ------- ------- ------ ------ ----- ------ 576.480 7.48 1169.28 5.22 224.0999 44.92 48.45 4.99 0.41 576.700 7.70 1240.62 5.30 234.0806 45.80 49.44 5.11 0.41 576.920 7.92 1314.38 5.38 244.2520 46.68 50.42 5.23 0.41 577.140 8.14 1390.64 5.46 254.6199 47.56 51.40 5.35 0.42 577.360 8.36 1469.39 5.54 265.1785 48.44 52.39 5.47 0.42 577.580 8.58 1550.69 5.62 275.9337 49.32 53.37 5.59 0.42 577.800 8.80 1634.54 5.70 286.8794 50.20 54.35 5.71 0.42 578.020 9.02 1721.01 5.77 298.0218 51.08 55.34 5.83 0.42 578.240 9.24 1810.07 5.85 309.3547 51.96 56.32 5.95 0.42 578.460 9.46 1901.81 5.93 320.8844 52.84 57.31 6.07 0.42 578.680 9.68 1996.20 6.00 332.6044 53.72 58.29 6.19 0.43 578.900 9.90 2093.33 6.08 344.5213 54.60 59.27 6.31 0.43 579.120 10.12 2193.17 6.15 356.6285 55.48 60.26 6.43 0.43 579.340 10.34 2295.80 6.22 368.9327 56.36 61.24 6.55 0.43 579.560 10.56 2401.20 6.30 381.4271 57.24 62.23 6.66 0.43 579.780 10.78 2509.44 6.37 394.1185 58.12 63.21 6.78 0.43 580.000 11.00 2620.51 6.44 407.0000 59.00 64.19 6.90 0.43 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Channel Equations Page 9.06 Name.... CHN-TRAPZ - 2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.01 Name.... REACH 1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC1 15-Yr Outflow HYG file = NONE STORED - REACH 1 15-Yr Reach Link Data = REACH 1 Reach Length = 980.00 ft Approx. Total Tt = .0853 hrs (based on Wtd.Q = 480.82 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 .01 147 14739 .00 .01 1.65 573.40 4.38 6194 16268 .00 4.38 73.20 573.80 14.11 13014 17836 .00 14.11 158.71 574.20 28.22 20463 19404 .00 28.22 255.58 574.60 46.44 28537 20972 .00 46.44 363.52 575.00 68.71 37240 22540 .00 68.71 482.49 575.40 95.06 46570 24108 .00 95.06 612.51 575.80 125.54 56526 25676 .00 125.54 753.61 576.20 160.25 67111 27244 .00 160.25 905.92 576.60 199.28 78321 28812 .00 199.28 1069.51 577.00 242.75 90160 30380 .00 242.75 1244.53 577.40 290.78 102626 31948 .00 290.78 1431.07 577.80 343.48 115718 33516 .00 343.48 1629.24 578.20 401.00 129439 35084 .00 401.00 1839.21 578.60 463.44 143785 36652 .00 463.44 2061.05 579.00 530.95 158760 38220 .00 530.95 2294.95 579.40 603.65 174363 39788 .00 603.65 2541.01 579.80 681.65 190590 41356 .00 681.65 2799.31 580.20 765.10 207447 42924 .00 765.10 3070.06 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.02 Name.... REACH 1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC1 15-Yr Outflow HYG file = NONE STORED - REACH 1 15-Yr Reach Link Data = REACH 1 Reach Length = 980.00 ft Approx. Total Tt = .0853 hrs (based on Wtd.Q = 480.82 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 224929 44492 .00 854.10 3353.31 581.00 948.81 243040 46060 .00 948.81 3649.26 581.40 1049.34 261779 47628 .00 1049.34 3958.00 581.80 1155.80 281142 49196 .00 1155.80 4279.59 582.20 1268.33 301135 50764 .00 1268.33 4614.27 582.60 1387.03 321752 52332 .00 1387.03 4962.05 583.00 1512.05 343000 53900 .00 1512.05 5323.17 583.40 1643.51 364875 55468 .00 1643.51 5697.67 583.80 1781.49 387374 57036 .00 1781.49 6085.64 584.20 1926.15 410503 58604 .00 1926.15 6487.30 584.60 2077.58 434256 60172 .00 2077.58 6902.64 585.00 2235.92 458640 61740 .00 2235.92 7331.92 585.40 2401.29 483651 63308 .00 2401.29 7775.19 585.80 2573.76 509286 64876 .00 2573.76 8232.48 586.20 2753.50 535551 66444 .00 2753.50 8704.06 586.60 2940.57 562440 68012 .00 2940.57 9189.90 587.00 3135.13 589960 69580 .00 3135.13 9690.25 587.40 3337.29 618107 71148 .00 3337.29 10205.15 587.80 3547.10 646878 72716 .00 3547.10 10734.63 588.20 3764.76 676279 74284 .00 3764.76 11278.97 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.03 Name.... REACH 1 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC1 15-Yr Outflow HYG file = NONE STORED - REACH 1 15-Yr Reach Link Data = REACH 1 Reach Length = 980.00 ft Approx. Total Tt = .0853 hrs (based on Wtd.Q = 480.82 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 706304 75852 .00 3990.29 11838.11 589.00 4223.88 736960 77420 .00 4223.88 12412.32 589.40 4465.60 768244 78988 .00 4465.60 13001.64 589.80 4715.52 800149 80556 .00 4715.52 13606.07 590.20 4973.83 832687 82124 .00 4973.83 14225.91 590.60 5240.55 865848 83692 .00 5240.55 14861.08 591.00 5515.87 899640 85260 .00 5515.87 15511.87 591.40 5799.85 934060 86828 .00 5799.85 16178.29 591.80 6092.55 969101 88396 .00 6092.55 16860.35 592.20 6394.18 1004776 89964 .00 6394.18 17558.35 592.60 6704.73 1041071 91532 .00 6704.73 18272.19 593.00 7024.40 1078000 93100 .00 7024.40 19002.18 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.04 Name.... REACH 1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC1 15-Yr Outflow HYG file = NONE STORED - REACH 1 15-Yr Reach Link Data = REACH 1 Reach Length = 980.00 ft Approx. Total Tt = .0853 hrs (based on Wtd.Q = 480.82 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 = 1034.73 cfs at 12.5500 hrs Peak Outflow = 1025.78 cfs at 12.6000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 8222483 - Infiltration = 0 - HYG Vol OUT = 8222427 - Retained Vol = 48 ---------- Unrouted Vol = -8 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.05 Name.... REACH 1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 1 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1025.78 cfs Time to Peak = 12.6000 hrs HYG Volume = 8222427 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 .00 8.5500 | .01 .01 .04 .08 .14 8.8000 | .22 .30 .40 .52 .66 9.0500 | .82 1.00 1.20 1.43 1.68 9.3000 | 1.96 2.25 2.57 2.92 3.28 9.5500 | 3.67 4.08 4.62 5.43 6.19 9.8000 | 6.91 7.62 8.31 9.00 9.69 10.0500 | 10.39 11.11 11.84 12.59 13.38 10.3000 | 14.21 15.29 16.35 17.41 18.49 10.5500 | 19.61 20.76 21.97 23.24 24.57 10.8000 | 25.97 27.46 29.16 31.03 32.95 11.0500 | 34.95 37.02 39.22 41.57 44.05 11.3000 | 46.74 49.94 53.25 56.78 60.72 11.5500 | 65.09 70.20 77.20 86.14 96.88 11.8000 | 113.69 138.87 171.26 214.24 271.26 12.0500 | 339.42 416.83 503.62 595.49 685.87 12.3000 | 769.10 843.10 909.37 959.63 991.87 12.5500 | 1014.40 1025.78 1022.54 1011.39 995.25 12.8000 | 970.97 940.63 908.59 871.65 829.99 13.0500 | 787.07 744.28 702.05 660.41 620.84 13.3000 | 584.82 551.33 519.71 491.26 465.17 13.5500 | 440.90 418.20 397.50 378.09 359.71 13.8000 | 342.89 327.45 312.64 298.95 286.30 14.0500 | 274.42 263.23 252.78 242.72 233.67 14.3000 | 225.24 217.16 209.55 202.54 196.08 14.5500 | 190.03 184.34 178.99 173.88 169.11 14.8000 | 164.71 160.50 156.73 153.22 149.84 15.0500 | 146.62 143.63 140.80 138.11 135.57 15.3000 | 133.17 130.86 128.65 126.53 124.53 15.5500 | 122.60 120.69 118.79 116.92 115.10 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.06 Name.... REACH 1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 113.32 111.58 109.92 108.35 106.83 16.0500 | 105.37 103.98 102.62 101.30 100.02 16.3000 | 98.76 97.52 96.32 95.15 94.08 16.5500 | 93.02 91.98 90.95 89.97 89.02 16.8000 | 88.10 87.22 86.38 85.57 84.79 17.0500 | 84.05 83.34 82.65 81.99 81.35 17.3000 | 80.73 80.14 79.56 79.00 78.45 17.5500 | 77.92 77.40 76.89 76.38 75.89 17.8000 | 75.40 74.92 74.44 73.97 73.50 18.0500 | 73.04 72.58 72.13 71.68 71.23 18.3000 | 70.78 70.34 69.89 69.45 69.01 18.5500 | 68.58 68.17 67.76 67.33 66.90 18.8000 | 66.47 66.04 65.60 65.17 64.74 19.0500 | 64.30 63.87 63.44 63.00 62.57 19.3000 | 62.14 61.70 61.27 60.83 60.40 19.5500 | 59.97 59.53 59.10 58.66 58.22 19.8000 | 57.79 57.35 56.92 56.48 56.04 20.0500 | 55.61 55.17 54.74 54.30 53.87 20.3000 | 53.45 53.03 52.61 52.21 51.82 20.5500 | 51.44 51.07 50.72 50.38 50.06 20.8000 | 49.75 49.46 49.18 48.92 48.68 21.0500 | 48.45 48.23 48.02 47.83 47.64 21.3000 | 47.47 47.31 47.15 47.00 46.86 21.5500 | 46.72 46.59 46.46 46.35 46.24 21.8000 | 46.13 46.02 45.91 45.81 45.70 22.0500 | 45.60 45.50 45.40 45.30 45.21 22.3000 | 45.11 45.02 44.93 44.83 44.74 22.5500 | 44.65 44.56 44.47 44.38 44.30 22.8000 | 44.21 44.12 44.04 43.95 43.86 23.0500 | 43.78 43.69 43.61 43.52 43.43 23.3000 | 43.35 43.26 43.18 43.09 43.01 23.5500 | 42.92 42.84 42.75 42.67 42.58 23.8000 | 42.50 42.42 42.33 42.25 42.15 24.0500 | 42.02 41.84 41.60 41.26 40.77 24.3000 | 40.16 39.37 38.37 37.19 35.86 24.5500 | 34.36 32.71 30.98 29.19 27.47 24.8000 | 25.84 24.17 22.49 20.82 19.18 25.0500 | 17.61 16.10 14.65 13.48 12.48 25.3000 | 11.49 10.54 9.65 8.81 8.03 25.5500 | 7.31 6.65 6.04 5.48 4.97 25.8000 | 4.50 4.22 3.99 3.76 3.54 26.0500 | 3.32 3.11 2.90 2.70 2.51 26.3000 | 2.33 2.16 2.00 1.84 1.70 26.5500 | 1.57 1.44 1.33 1.22 1.12 26.8000 | 1.02 .94 .86 .78 .71 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.07 Name.... REACH 1 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | .65 .59 .54 .49 .44 27.3000 | .40 .36 .33 .30 .27 27.5500 | .24 .21 .19 .17 .15 27.8000 | .13 .12 .10 .09 .08 28.0500 | .07 .06 .05 .05 .04 28.3000 | .04 .03 .03 .02 .02 28.5500 | .02 .02 .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 .01 .01 .01 .01 29.8000 | .01 .01 .01 .01 .01 30.0500 | .01 .01 .01 .01 .01 30.3000 | .01 .01 .01 .01 .01 30.5500 | .01 .01 .01 .01 .01 30.8000 | .01 .01 .01 .01 .01 31.0500 | .01 .01 .01 .01 .01 31.3000 | .01 .01 .01 .01 .01 31.5500 | .01 .00 .00 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.0500 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.5500 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.0500 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.5500 | .00 .00 .00 .00 .00 33.8000 | .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.08 Name.... REACH 1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC1 25-yr Outflow HYG file = NONE STORED - REACH 1 25-yr Reach Link Data = REACH 1 Reach Length = 980.00 ft Approx. Total Tt = .0819 hrs (based on Wtd.Q = 558.31 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 = 1202.53 cfs at 12.5500 hrs Peak Outflow = 1193.08 cfs at 12.6000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 9509534 - Infiltration = 0 - HYG Vol OUT = 9509498 - Retained Vol = 48 ---------- Unrouted Vol = 12 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.09 Name.... REACH 1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 1 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1193.08 cfs Time to Peak = 12.6000 hrs HYG Volume = 9509498 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 .00 8.0500 | .00 .01 .02 .06 .11 8.3000 | .18 .25 .34 .44 .55 8.5500 | .69 .84 1.01 1.21 1.42 8.8000 | 1.65 1.91 2.19 2.49 2.82 9.0500 | 3.17 3.54 3.94 4.36 5.18 9.3000 | 5.97 6.73 7.47 8.19 8.91 9.5500 | 9.63 10.35 11.07 11.80 12.53 9.8000 | 13.26 14.01 14.96 15.90 16.82 10.0500 | 17.73 18.65 19.57 20.53 21.52 10.3000 | 22.55 23.62 24.75 25.92 27.15 10.5500 | 28.50 30.08 31.67 33.31 35.01 10.8000 | 36.78 38.66 40.63 42.69 44.89 11.0500 | 47.32 50.01 52.79 55.75 58.83 11.3000 | 62.12 65.70 69.57 74.02 78.92 11.5500 | 84.32 90.47 98.72 109.79 122.84 11.8000 | 143.11 173.44 212.19 263.25 330.56 12.0500 | 410.75 501.01 601.58 708.20 812.12 12.3000 | 907.13 991.04 1065.87 1122.44 1157.17 12.5500 | 1181.68 1193.08 1187.42 1172.83 1152.77 12.8000 | 1123.69 1087.37 1048.80 1005.61 956.26 13.0500 | 906.14 855.85 806.92 758.23 712.49 13.3000 | 670.57 631.93 595.24 562.40 532.28 13.5500 | 504.20 477.96 454.19 431.66 410.40 13.8000 | 391.26 373.28 356.15 340.45 326.10 14.0500 | 312.23 299.27 287.35 276.09 265.45 14.3000 | 255.67 246.35 237.78 229.96 222.49 14.5500 | 215.39 208.80 202.64 196.88 191.60 14.8000 | 186.65 181.87 177.39 173.28 169.37 15.0500 | 165.68 162.26 159.09 156.13 153.30 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.10 Name.... REACH 1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 150.59 147.97 145.45 143.04 140.68 15.5500 | 138.39 136.16 133.97 131.82 129.74 15.8000 | 127.71 125.73 123.94 122.21 120.52 16.0500 | 118.88 117.31 115.78 114.29 112.83 16.3000 | 111.40 110.01 108.65 107.32 106.03 16.5500 | 104.78 103.58 102.40 101.28 100.21 16.8000 | 99.17 98.17 97.23 96.32 95.44 17.0500 | 94.63 93.87 93.11 92.37 91.66 17.3000 | 90.97 90.30 89.65 89.01 88.39 17.5500 | 87.79 87.20 86.61 86.04 85.48 17.8000 | 84.93 84.38 83.84 83.31 82.78 18.0500 | 82.26 81.74 81.22 80.71 80.20 18.3000 | 79.70 79.19 78.69 78.19 77.69 18.5500 | 77.19 76.70 76.20 75.71 75.22 18.8000 | 74.72 74.23 73.74 73.25 72.76 19.0500 | 72.26 71.77 71.28 70.79 70.30 19.3000 | 69.81 69.32 68.83 68.37 67.91 19.5500 | 67.43 66.95 66.47 65.98 65.49 19.8000 | 65.00 64.51 64.02 63.52 63.03 20.0500 | 62.54 62.05 61.56 61.07 60.58 20.3000 | 60.10 59.63 59.16 58.71 58.27 20.5500 | 57.84 57.42 57.02 56.64 56.28 20.8000 | 55.93 55.60 55.29 55.00 54.72 21.0500 | 54.46 54.21 53.98 53.76 53.55 21.3000 | 53.36 53.17 52.99 52.82 52.66 21.5500 | 52.51 52.36 52.21 52.07 51.94 21.8000 | 51.81 51.68 51.56 51.44 51.32 22.0500 | 51.20 51.09 50.98 50.87 50.76 22.3000 | 50.65 50.55 50.44 50.34 50.23 22.5500 | 50.13 50.03 49.93 49.83 49.73 22.8000 | 49.63 49.53 49.43 49.34 49.24 23.0500 | 49.14 49.04 48.95 48.85 48.75 23.3000 | 48.66 48.56 48.46 48.37 48.27 23.5500 | 48.17 48.08 47.98 47.89 47.79 23.8000 | 47.69 47.60 47.50 47.41 47.30 24.0500 | 47.15 46.93 46.65 46.26 45.73 24.3000 | 45.06 44.18 43.07 41.74 40.25 24.5500 | 38.57 36.72 34.78 32.76 30.70 24.8000 | 28.62 26.80 25.01 23.20 21.41 25.0500 | 19.68 18.01 16.40 14.91 13.66 25.3000 | 12.62 11.62 10.67 9.76 8.92 25.5500 | 8.13 7.41 6.73 6.12 5.55 25.8000 | 5.03 4.56 4.24 4.02 3.79 26.0500 | 3.57 3.35 3.13 2.92 2.72 26.3000 | 2.53 2.35 2.18 2.01 1.86 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.11 Name.... REACH 1 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 1.72 1.58 1.46 1.34 1.23 26.8000 | 1.13 1.03 .94 .86 .79 27.0500 | .72 .65 .60 .54 .49 27.3000 | .45 .40 .36 .33 .30 27.5500 | .27 .24 .21 .19 .17 27.8000 | .15 .13 .12 .10 .09 28.0500 | .08 .07 .06 .05 .05 28.3000 | .04 .04 .03 .03 .02 28.5500 | .02 .02 .02 .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 .01 .01 .01 .01 29.8000 | .01 .01 .01 .01 .01 30.0500 | .01 .01 .01 .01 .01 30.3000 | .01 .01 .01 .01 .01 30.5500 | .01 .01 .01 .01 .01 30.8000 | .01 .01 .01 .01 .01 31.0500 | .01 .01 .01 .01 .01 31.3000 | .01 .01 .01 .01 .01 31.5500 | .01 .00 .00 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.0500 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.5500 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.0500 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.5500 | .00 .00 .00 .00 .00 33.8000 | .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.12 Name.... REACH 1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC1 100-yr Outflow HYG file = NONE STORED - REACH 1 100-yr Reach Link Data = REACH 1 Reach Length = 980.00 ft Approx. Total Tt = .0754 hrs (based on Wtd.Q = 763.66 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 = 1650.42 cfs at 12.5500 hrs Peak Outflow = 1638.97 cfs at 12.6000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 12974970 - Infiltration = 0 - HYG Vol OUT = 12974930 - Retained Vol = 48 ---------- Unrouted Vol = 11 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.13 Name.... REACH 1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 1 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1638.97 cfs Time to Peak = 12.6000 hrs HYG Volume = 12974930 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 .00 .00 7.0500 | .01 .02 .07 .12 .19 7.3000 | .27 .37 .48 .60 .75 7.5500 | .91 1.10 1.30 1.52 1.76 7.8000 | 2.02 2.30 2.60 2.91 3.24 8.0500 | 3.58 3.94 4.32 5.00 5.69 8.3000 | 6.34 6.97 7.58 8.18 8.78 8.5500 | 9.39 10.01 10.64 11.28 11.95 8.8000 | 12.63 13.34 14.08 15.06 16.01 9.0500 | 16.96 17.91 18.86 19.84 20.83 9.3000 | 21.85 22.88 23.93 24.99 26.07 9.5500 | 27.16 28.26 29.53 30.76 31.95 9.8000 | 33.12 34.30 35.48 36.67 37.89 10.0500 | 39.15 40.45 41.79 43.19 44.66 10.3000 | 46.19 47.95 49.79 51.65 53.60 10.5500 | 55.66 57.79 60.04 62.44 64.95 10.8000 | 67.59 70.54 73.70 76.94 80.35 11.0500 | 83.96 87.71 91.71 96.09 100.90 11.3000 | 105.94 111.37 117.12 123.34 130.64 11.5500 | 138.80 148.05 160.19 176.78 196.21 11.8000 | 226.10 270.66 326.65 399.43 495.07 12.0500 | 606.96 731.77 869.65 1014.09 1153.51 12.3000 | 1279.66 1389.40 1487.10 1558.64 1600.29 12.5500 | 1628.17 1638.97 1626.68 1602.87 1572.07 12.8000 | 1528.57 1476.24 1421.39 1359.71 1290.69 13.0500 | 1220.52 1150.91 1083.33 1016.64 953.54 13.3000 | 896.87 843.89 794.30 749.40 708.98 13.5500 | 670.38 635.12 602.79 572.38 543.66 13.8000 | 517.81 493.49 470.34 449.44 429.92 14.0500 | 411.15 393.90 378.07 362.67 348.29 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.14 Name.... REACH 1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 335.43 323.19 311.60 300.95 290.89 14.5500 | 281.68 273.04 264.90 257.12 249.89 14.8000 | 243.21 237.03 231.18 225.78 220.63 15.0500 | 215.75 211.23 206.96 202.88 199.07 15.3000 | 195.60 192.19 188.88 185.70 182.59 15.5500 | 179.55 176.60 173.70 170.87 168.12 15.8000 | 165.44 162.83 160.37 158.13 155.94 16.0500 | 153.81 151.77 149.77 147.82 145.93 16.3000 | 144.07 142.24 140.47 138.74 137.06 16.5500 | 135.43 133.87 132.34 130.88 129.49 16.8000 | 128.14 126.84 125.61 124.48 123.38 17.0500 | 122.31 121.27 120.26 119.29 118.36 17.3000 | 117.45 116.57 115.72 114.90 114.09 17.5500 | 113.30 112.53 111.77 111.03 110.29 17.8000 | 109.57 108.86 108.16 107.46 106.77 18.0500 | 106.09 105.41 104.74 104.07 103.41 18.3000 | 102.75 102.09 101.44 100.78 100.13 18.5500 | 99.49 98.84 98.19 97.55 96.91 18.8000 | 96.27 95.62 94.99 94.39 93.77 19.0500 | 93.15 92.51 91.88 91.25 90.61 19.3000 | 89.97 89.34 88.70 88.06 87.43 19.5500 | 86.79 86.15 85.51 84.88 84.24 19.8000 | 83.60 82.96 82.32 81.68 81.04 20.0500 | 80.41 79.77 79.13 78.50 77.87 20.3000 | 77.25 76.64 76.04 75.45 74.88 20.5500 | 74.32 73.79 73.28 72.79 72.32 20.8000 | 71.88 71.46 71.06 70.68 70.33 21.0500 | 69.99 69.67 69.37 69.09 68.83 21.3000 | 68.59 68.36 68.14 67.93 67.72 21.5500 | 67.52 67.32 67.14 66.96 66.78 21.8000 | 66.61 66.45 66.28 66.13 65.97 22.0500 | 65.82 65.67 65.53 65.38 65.24 22.3000 | 65.10 64.96 64.82 64.69 64.55 22.5500 | 64.42 64.28 64.15 64.02 63.89 22.8000 | 63.76 63.63 63.50 63.37 63.25 23.0500 | 63.12 62.99 62.87 62.74 62.61 23.3000 | 62.48 62.36 62.23 62.11 61.98 23.5500 | 61.85 61.73 61.60 61.48 61.35 23.8000 | 61.23 61.10 60.98 60.85 60.71 24.0500 | 60.52 60.24 59.88 59.35 58.61 24.3000 | 57.67 56.48 54.97 53.20 51.21 24.5500 | 48.97 46.53 44.22 41.77 39.21 24.8000 | 36.61 34.01 31.48 28.99 26.81 25.0500 | 24.78 22.77 20.81 18.96 17.24 25.3000 | 15.62 14.14 13.09 12.06 11.08 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.15 Name.... REACH 1 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 10.16 9.29 8.47 7.72 7.03 25.8000 | 6.38 5.79 5.25 4.75 4.34 26.0500 | 4.11 3.89 3.66 3.44 3.22 26.3000 | 3.01 2.80 2.61 2.42 2.24 26.5500 | 2.08 1.92 1.77 1.63 1.50 26.8000 | 1.38 1.27 1.16 1.06 .97 27.0500 | .89 .81 .74 .67 .61 27.3000 | .55 .50 .45 .41 .37 27.5500 | .33 .30 .26 .24 .21 27.8000 | .19 .16 .14 .13 .11 28.0500 | .10 .09 .08 .07 .06 28.3000 | .05 .04 .04 .03 .03 28.5500 | .03 .02 .02 .02 .02 28.8000 | .01 .01 .01 .01 .01 29.0500 | .01 .01 .01 .01 .01 29.3000 | .01 .01 .01 .01 .01 29.5500 | .01 .01 .01 .01 .01 29.8000 | .01 .01 .01 .01 .01 30.0500 | .01 .01 .01 .01 .01 30.3000 | .01 .01 .01 .01 .01 30.5500 | .01 .01 .01 .01 .01 30.8000 | .01 .01 .01 .01 .01 31.0500 | .01 .01 .01 .01 .01 31.3000 | .01 .01 .01 .01 .01 31.5500 | .01 .01 .01 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.0500 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.5500 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.0500 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.5500 | .00 .00 .00 .00 .00 33.8000 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.16 Name.... REACH 2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC2 15-Yr Outflow HYG file = NONE STORED - REACH 2 15-Yr Reach Link Data = REACH 2 Reach Length = 2400.00 ft Approx. Total Tt = .1607 hrs (based on Wtd.Q = 500.34 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 ------------------------------------------------------------------------------ 569.00 .00 0 0 .00 .00 .00 569.01 .01 361 36096 .00 .01 4.02 569.22 2.27 8151 38112 .00 2.27 92.84 569.44 7.27 16769 40224 .00 7.27 193.60 569.66 14.40 25850 42336 .00 14.40 301.62 569.88 23.47 35397 44448 .00 23.47 416.77 570.10 34.36 45407 46560 .00 34.36 538.88 570.32 47.03 55884 48672 .00 47.03 667.96 570.54 61.44 66823 50784 .00 61.44 803.91 570.76 77.59 78229 52896 .00 77.59 946.80 570.98 95.46 90097 55008 .00 95.46 1096.54 571.20 115.08 102433 57120 .00 115.08 1253.23 571.42 136.45 115230 59232 .00 136.45 1416.78 571.64 159.60 128495 61344 .00 159.60 1587.32 571.86 184.52 142221 63456 .00 184.52 1764.76 572.08 211.27 156416 65568 .00 211.27 1949.22 572.30 239.84 171071 67680 .00 239.84 2140.64 572.52 270.29 186195 69792 .00 270.29 2339.13 572.74 302.62 201780 71904 .00 302.62 2544.61 572.96 336.87 217833 74016 .00 336.87 2757.24 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.17 Name.... REACH 2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC2 15-Yr Outflow HYG file = NONE STORED - REACH 2 15-Yr Reach Link Data = REACH 2 Reach Length = 2400.00 ft Approx. Total Tt = .1607 hrs (based on Wtd.Q = 500.34 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 ------------------------------------------------------------------------------ 573.18 373.05 234347 76128 .00 373.05 2976.91 573.40 411.22 251330 78240 .00 411.22 3203.78 573.62 451.39 268773 80352 .00 451.39 3437.75 573.84 493.59 286685 82464 .00 493.59 3678.98 574.06 537.84 305057 84576 .00 537.84 3927.37 574.28 584.20 323899 86688 .00 584.20 4183.08 574.50 632.67 343200 88800 .00 632.67 4446.00 574.72 683.28 362966 90912 .00 683.28 4716.24 574.94 736.09 383202 93024 .00 736.09 4993.89 575.16 791.10 403896 95136 .00 791.10 5278.84 575.38 848.36 425062 97248 .00 848.36 5571.27 575.60 907.88 446686 99360 .00 907.88 5871.05 575.82 969.72 468780 101472 .00 969.72 6178.39 576.04 1033.86 491333 103584 .00 1033.86 6493.12 576.26 1100.39 514358 105696 .00 1100.39 6815.47 576.48 1169.28 537840 107808 .00 1169.28 7145.28 576.70 1240.62 561793 109920 .00 1240.62 7482.77 576.92 1314.38 586205 112032 .00 1314.38 7827.77 577.14 1390.64 611088 114144 .00 1390.64 8180.51 577.36 1469.39 636428 116256 .00 1469.39 8540.81 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.18 Name.... REACH 2 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC2 15-Yr Outflow HYG file = NONE STORED - REACH 2 15-Yr Reach Link Data = REACH 2 Reach Length = 2400.00 ft Approx. Total Tt = .1607 hrs (based on Wtd.Q = 500.34 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 ------------------------------------------------------------------------------ 577.58 1550.69 662241 118368 .00 1550.69 8908.92 577.80 1634.54 688511 120480 .00 1634.54 9284.66 578.02 1721.01 715252 122592 .00 1721.01 9668.25 578.24 1810.07 742451 124704 .00 1810.07 10059.53 578.46 1901.81 770123 126816 .00 1901.81 10458.73 578.68 1996.20 798251 128928 .00 1996.20 10865.65 578.90 2093.33 826851 131040 .00 2093.33 11280.57 579.12 2193.17 855909 133152 .00 2193.17 11703.26 579.34 2295.80 885439 135264 .00 2295.80 12134.01 579.56 2401.20 915425 137376 .00 2401.20 12572.58 579.78 2509.44 945884 139488 .00 2509.44 13019.27 580.00 2620.51 976800 141600 .00 2620.51 13473.84 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.19 Name.... REACH 2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC2 15-Yr Outflow HYG file = NONE STORED - REACH 2 15-Yr Reach Link Data = REACH 2 Reach Length = 2400.00 ft Approx. Total Tt = .1607 hrs (based on Wtd.Q = 500.34 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 = 1063.25 cfs at 12.6000 hrs Peak Outflow = 1040.55 cfs at 12.7000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 8688653 - Infiltration = 0 - HYG Vol OUT = 8688581 - Retained Vol = 81 ---------- Unrouted Vol = 9 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.20 Name.... REACH 2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 2 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1040.55 cfs Time to Peak = 12.7000 hrs HYG Volume = 8688581 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 .00 .00 8.6000 | .00 .00 .00 .00 .00 8.8500 | .00 .01 .01 .01 .05 9.1000 | .09 .15 .21 .27 .35 9.3500 | .44 .54 .65 .78 .92 9.6000 | 1.07 1.23 1.43 1.65 1.90 9.8500 | 2.17 2.65 3.25 3.85 4.47 10.1000 | 5.09 5.72 6.37 7.02 7.84 10.3500 | 8.75 9.68 10.64 11.61 12.61 10.6000 | 13.63 14.74 16.02 17.33 18.65 10.8500 | 20.02 21.43 22.93 24.65 26.51 11.1000 | 28.43 30.42 32.50 34.71 37.23 11.3500 | 39.89 42.73 45.75 49.15 52.91 11.6000 | 57.03 61.82 68.04 75.78 86.42 11.8500 | 101.65 123.86 155.49 199.55 257.43 12.1000 | 328.20 409.32 497.39 587.67 675.39 12.3500 | 757.00 831.06 896.00 948.99 989.36 12.6000 | 1018.19 1035.04 1040.55 1036.83 1025.33 12.8500 | 1006.54 981.96 952.96 919.48 882.36 13.1000 | 842.83 802.28 761.32 720.64 681.24 13.3500 | 643.96 608.68 575.51 544.76 516.29 13.6000 | 489.67 465.08 442.15 420.77 400.81 13.8500 | 382.24 364.92 348.73 333.54 319.48 14.1000 | 306.16 293.80 282.12 271.06 260.91 14.3500 | 251.32 242.23 233.81 225.93 218.51 14.6000 | 211.53 205.14 199.07 193.30 187.86 14.8500 | 182.78 178.09 173.67 169.51 165.57 15.1000 | 161.84 158.37 155.15 152.07 149.13 15.3500 | 146.34 143.67 141.12 138.68 136.35 15.6000 | 134.19 132.08 130.01 127.98 125.99 15.8500 | 124.04 122.14 120.29 118.50 116.77 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.21 Name.... REACH 2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 16.1000 | 115.10 113.56 112.05 110.57 109.13 16.3500 | 107.73 106.36 105.03 103.74 102.50 16.6000 | 101.30 100.13 99.00 97.90 96.83 16.8500 | 95.80 94.84 93.92 93.02 92.15 17.1000 | 91.31 90.49 89.71 88.94 88.21 17.3500 | 87.50 86.81 86.15 85.50 84.88 17.6000 | 84.27 83.67 83.09 82.53 81.97 17.8500 | 81.43 80.89 80.36 79.84 79.33 18.1000 | 78.82 78.32 77.83 77.35 76.88 18.3500 | 76.42 75.95 75.48 75.01 74.55 18.6000 | 74.08 73.63 73.17 72.71 72.26 18.8500 | 71.80 71.34 70.89 70.43 69.97 19.1000 | 69.51 69.05 68.58 68.12 67.66 19.3500 | 67.20 66.74 66.28 65.82 65.35 19.6000 | 64.89 64.43 63.97 63.50 63.04 19.8500 | 62.58 62.11 61.65 61.20 60.76 20.1000 | 60.32 59.87 59.42 58.97 58.52 20.3500 | 58.07 57.62 57.18 56.75 56.32 20.6000 | 55.91 55.50 55.11 54.73 54.36 20.8500 | 54.00 53.66 53.33 53.02 52.72 21.1000 | 52.44 52.17 51.92 51.67 51.44 21.3500 | 51.22 51.02 50.82 50.63 50.46 21.6000 | 50.28 50.12 49.97 49.82 49.68 21.8500 | 49.55 49.42 49.29 49.17 49.05 22.1000 | 48.93 48.82 48.70 48.59 48.49 22.3500 | 48.38 48.28 48.17 48.07 47.97 22.6000 | 47.87 47.77 47.68 47.58 47.48 22.8500 | 47.39 47.29 47.20 47.11 47.01 23.1000 | 46.93 46.84 46.75 46.66 46.58 23.3500 | 46.49 46.40 46.31 46.22 46.13 23.6000 | 46.04 45.95 45.86 45.77 45.68 23.8500 | 45.59 45.50 45.41 45.32 45.21 24.1000 | 45.09 44.92 44.67 44.33 43.88 24.3500 | 43.31 42.62 41.81 40.88 39.82 24.6000 | 38.64 37.35 35.96 34.48 33.09 24.8500 | 31.66 30.18 28.67 27.13 25.57 25.1000 | 24.02 22.59 21.25 19.95 18.70 25.3500 | 17.49 16.32 15.20 14.18 13.32 25.6000 | 12.48 11.67 10.89 10.14 9.43 25.8500 | 8.76 8.15 7.58 7.11 6.75 26.1000 | 6.40 6.06 5.74 5.43 5.13 26.3500 | 4.84 4.57 4.31 4.05 3.81 26.6000 | 3.59 3.37 3.16 2.96 2.77 26.8500 | 2.60 2.43 2.27 2.19 2.12 27.1000 | 2.04 1.97 1.89 1.82 1.75 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.22 Name.... REACH 2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 27.3500 | 1.68 1.61 1.54 1.48 1.42 27.6000 | 1.36 1.30 1.24 1.19 1.13 27.8500 | 1.08 1.03 .99 .94 .90 28.1000 | .85 .81 .77 .74 .70 28.3500 | .67 .64 .60 .57 .55 28.6000 | .52 .49 .47 .45 .42 28.8500 | .40 .38 .36 .35 .33 29.1000 | .31 .30 .28 .27 .26 29.3500 | .24 .23 .22 .21 .20 29.6000 | .19 .18 .17 .16 .15 29.8500 | .15 .14 .13 .13 .12 30.1000 | .11 .11 .10 .10 .09 30.3500 | .09 .09 .08 .08 .07 30.6000 | .07 .07 .06 .06 .06 30.8500 | .06 .05 .05 .05 .05 31.1000 | .04 .04 .04 .04 .04 31.3500 | .04 .03 .03 .03 .03 31.6000 | .03 .03 .03 .03 .02 31.8500 | .02 .02 .02 .02 .02 32.1000 | .02 .02 .02 .02 .02 32.3500 | .02 .01 .01 .01 .01 32.6000 | .01 .01 .01 .01 .01 32.8500 | .01 .01 .01 .01 .01 33.1000 | .01 .01 .01 .01 .01 33.3500 | .01 .01 .01 .01 .01 33.6000 | .01 .01 .01 .01 .01 33.8500 | .01 .01 .01 .01 .01 34.1000 | .01 .01 .01 .01 .01 34.3500 | .01 .01 .01 .01 .01 34.6000 | .01 .01 .01 .01 .01 34.8500 | .01 .01 .01 .01 .01 35.1000 | .01 .01 .01 .01 .01 35.3500 | .01 .01 .01 .01 .01 35.6000 | .01 .01 .01 .01 .01 35.8500 | .01 .01 .01 .01 .01 36.1000 | .01 .01 .01 .01 .01 36.3500 | .01 .01 .01 .01 .01 36.6000 | .01 .01 .01 .01 .01 36.8500 | .01 .01 .01 .01 .01 37.1000 | .01 .01 .01 .01 .01 37.3500 | .01 .01 .01 .01 .01 37.6000 | .01 .01 .01 .01 .01 37.8500 | .01 .01 .01 .01 .01 38.1000 | .01 .01 .01 .01 .01 38.3500 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.23 Name.... REACH 2 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 38.6000 | .01 .01 .01 .01 .01 38.8500 | .01 .01 .01 .01 .01 39.1000 | .01 .01 .01 .01 .01 39.3500 | .01 .01 .01 .01 .01 39.6000 | .01 .01 .01 .01 .01 39.8500 | .01 .01 .01 .01 .01 40.1000 | .01 .01 .01 .01 .00 40.3500 | .00 .00 .00 .00 .00 40.6000 | .00 .00 .00 .00 .00 40.8500 | .00 .00 .00 .00 .00 41.1000 | .00 .00 .00 .00 .00 41.3500 | .00 .00 .00 .00 .00 41.6000 | .00 .00 .00 .00 .00 41.8500 | .00 .00 .00 .00 .00 42.1000 | .00 .00 .00 .00 .00 42.3500 | .00 .00 .00 .00 .00 42.6000 | .00 .00 .00 .00 .00 42.8500 | .00 .00 .00 .00 .00 43.1000 | .00 .00 .00 .00 .00 43.3500 | .00 .00 .00 .00 .00 43.6000 | .00 .00 .00 .00 .00 43.8500 | .00 .00 .00 .00 .00 44.1000 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.24 Name.... REACH 2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC2 25-yr Outflow HYG file = NONE STORED - REACH 2 25-yr Reach Link Data = REACH 2 Reach Length = 2400.00 ft Approx. Total Tt = .1541 hrs (based on Wtd.Q = 582.27 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 = 1237.09 cfs at 12.6000 hrs Peak Outflow = 1212.60 cfs at 12.7000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 10062620 - Infiltration = 0 - HYG Vol OUT = 10062550 - Retained Vol = 81 ---------- Unrouted Vol = 8 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.25 Name.... REACH 2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 2 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1212.60 cfs Time to Peak = 12.7000 hrs HYG Volume = 10062550 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.8500 | .00 .00 .00 .00 .00 8.1000 | .00 .00 .00 .00 .00 8.3500 | .00 .01 .01 .01 .03 8.6000 | .06 .11 .16 .22 .29 8.8500 | .36 .45 .54 .65 .77 9.1000 | .90 1.05 1.20 1.39 1.60 9.3500 | 1.84 2.11 2.52 3.12 3.73 9.6000 | 4.35 4.98 5.62 6.27 6.93 9.8500 | 7.70 8.60 9.50 10.41 11.32 10.1000 | 12.23 13.15 14.08 15.15 16.27 10.3500 | 17.40 18.53 19.67 20.84 22.05 10.6000 | 23.31 24.79 26.34 27.94 29.58 10.8500 | 31.28 33.06 34.96 37.07 39.26 11.1000 | 41.56 44.00 46.57 49.47 52.54 11.3500 | 55.76 59.17 62.93 67.16 71.74 11.6000 | 76.79 82.95 90.56 100.38 113.65 11.8500 | 132.92 160.72 200.17 254.26 324.62 12.1000 | 409.57 505.92 609.17 713.89 814.40 12.3500 | 906.70 989.85 1061.98 1119.82 1162.96 12.6000 | 1193.09 1209.42 1212.60 1205.50 1189.70 12.8500 | 1165.72 1135.47 1100.05 1059.97 1015.62 13.1000 | 968.78 921.02 872.96 825.42 779.57 13.3500 | 736.13 695.33 657.07 621.55 588.65 13.6000 | 558.16 529.75 503.45 478.87 455.89 13.8500 | 434.68 414.71 396.17 378.80 362.66 14.1000 | 347.46 333.17 319.92 307.34 295.63 14.3500 | 284.66 274.28 264.69 255.76 247.30 14.6000 | 239.32 231.99 225.04 218.49 212.34 14.8500 | 206.69 201.34 196.27 191.48 186.96 15.1000 | 182.75 178.85 175.16 171.67 168.35 15.3500 | 165.20 162.19 159.32 156.64 154.04 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.26 Name.... REACH 2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 15.6000 | 151.50 149.03 146.62 144.27 141.97 15.8500 | 139.73 137.56 135.52 133.58 131.69 16.1000 | 129.85 128.07 126.33 124.65 123.01 16.3500 | 121.41 119.86 118.35 116.88 115.45 16.6000 | 114.11 112.81 111.54 110.31 109.11 16.8500 | 107.95 106.83 105.75 104.71 103.71 17.1000 | 102.76 101.85 100.97 100.12 99.30 17.3500 | 98.51 97.74 97.00 96.28 95.57 17.6000 | 94.92 94.27 93.64 93.01 92.40 17.8500 | 91.79 91.19 90.60 90.01 89.43 18.1000 | 88.86 88.30 87.73 87.18 86.62 18.3500 | 86.08 85.53 84.99 84.45 83.91 18.6000 | 83.38 82.84 82.31 81.78 81.25 18.8500 | 80.72 80.20 79.67 79.14 78.62 19.1000 | 78.09 77.57 77.07 76.57 76.07 19.3500 | 75.56 75.04 74.53 74.02 73.51 19.6000 | 73.01 72.50 71.99 71.47 70.96 19.8500 | 70.44 69.92 69.40 68.88 68.36 20.1000 | 67.83 67.31 66.79 66.27 65.75 20.3500 | 65.24 64.73 64.23 63.74 63.26 20.6000 | 62.79 62.33 61.89 61.46 61.07 20.8500 | 60.69 60.33 59.97 59.63 59.30 21.1000 | 58.99 58.69 58.40 58.13 57.88 21.3500 | 57.63 57.40 57.18 56.97 56.77 21.6000 | 56.57 56.39 56.21 56.05 55.88 21.8500 | 55.73 55.57 55.43 55.29 55.15 22.1000 | 55.01 54.88 54.76 54.63 54.51 22.3500 | 54.39 54.27 54.15 54.03 53.92 22.6000 | 53.81 53.70 53.59 53.48 53.37 22.8500 | 53.26 53.15 53.04 52.94 52.83 23.1000 | 52.73 52.62 52.52 52.42 52.31 23.3500 | 52.21 52.10 52.00 51.90 51.79 23.6000 | 51.69 51.59 51.49 51.38 51.28 23.8500 | 51.18 51.08 50.97 50.87 50.75 24.1000 | 50.60 50.40 50.10 49.70 49.16 24.3500 | 48.50 47.69 46.76 45.75 44.59 24.6000 | 43.29 41.86 40.31 38.65 36.91 24.8500 | 35.12 33.41 31.76 30.08 28.38 25.1000 | 26.68 24.99 23.35 21.92 20.54 25.3500 | 19.21 17.94 16.72 15.56 14.45 25.6000 | 13.56 12.71 11.88 11.08 10.31 25.8500 | 9.59 8.90 8.27 7.70 7.19 26.1000 | 6.82 6.47 6.12 5.80 5.48 26.3500 | 5.18 4.89 4.61 4.35 4.09 26.6000 | 3.85 3.62 3.40 3.19 2.99 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.27 Name.... REACH 2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 26.8500 | 2.80 2.62 2.45 2.29 2.20 27.1000 | 2.13 2.05 1.97 1.90 1.83 27.3500 | 1.76 1.69 1.62 1.55 1.49 27.6000 | 1.42 1.36 1.30 1.25 1.19 27.8500 | 1.14 1.09 1.04 .99 .94 28.1000 | .90 .86 .82 .78 .74 28.3500 | .70 .67 .64 .61 .58 28.6000 | .55 .52 .49 .47 .45 28.8500 | .42 .40 .38 .36 .35 29.1000 | .33 .31 .30 .28 .27 29.3500 | .26 .24 .23 .22 .21 29.6000 | .20 .19 .18 .17 .16 29.8500 | .15 .15 .14 .13 .13 30.1000 | .12 .12 .11 .10 .10 30.3500 | .09 .09 .09 .08 .08 30.6000 | .07 .07 .07 .06 .06 30.8500 | .06 .06 .05 .05 .05 31.1000 | .05 .04 .04 .04 .04 31.3500 | .04 .04 .03 .03 .03 31.6000 | .03 .03 .03 .03 .03 31.8500 | .02 .02 .02 .02 .02 32.1000 | .02 .02 .02 .02 .02 32.3500 | .02 .02 .01 .01 .01 32.6000 | .01 .01 .01 .01 .01 32.8500 | .01 .01 .01 .01 .01 33.1000 | .01 .01 .01 .01 .01 33.3500 | .01 .01 .01 .01 .01 33.6000 | .01 .01 .01 .01 .01 33.8500 | .01 .01 .01 .01 .01 34.1000 | .01 .01 .01 .01 .01 34.3500 | .01 .01 .01 .01 .01 34.6000 | .01 .01 .01 .01 .01 34.8500 | .01 .01 .01 .01 .01 35.1000 | .01 .01 .01 .01 .01 35.3500 | .01 .01 .01 .01 .01 35.6000 | .01 .01 .01 .01 .01 35.8500 | .01 .01 .01 .01 .01 36.1000 | .01 .01 .01 .01 .01 36.3500 | .01 .01 .01 .01 .01 36.6000 | .01 .01 .01 .01 .01 36.8500 | .01 .01 .01 .01 .01 37.1000 | .01 .01 .01 .01 .01 37.3500 | .01 .01 .01 .01 .01 37.6000 | .01 .01 .01 .01 .01 37.8500 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.28 Name.... REACH 2 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 38.1000 | .01 .01 .01 .01 .01 38.3500 | .01 .01 .01 .01 .01 38.6000 | .01 .01 .01 .01 .01 38.8500 | .01 .01 .01 .01 .01 39.1000 | .01 .01 .01 .01 .01 39.3500 | .01 .01 .01 .01 .01 39.6000 | .01 .01 .01 .01 .01 39.8500 | .01 .01 .01 .01 .01 40.1000 | .01 .01 .01 .01 .01 40.3500 | .00 .00 .00 .00 .00 40.6000 | .00 .00 .00 .00 .00 40.8500 | .00 .00 .00 .00 .00 41.1000 | .00 .00 .00 .00 .00 41.3500 | .00 .00 .00 .00 .00 41.6000 | .00 .00 .00 .00 .00 41.8500 | .00 .00 .00 .00 .00 42.1000 | .00 .00 .00 .00 .00 42.3500 | .00 .00 .00 .00 .00 42.6000 | .00 .00 .00 .00 .00 42.8500 | .00 .00 .00 .00 .00 43.1000 | .00 .00 .00 .00 .00 43.3500 | .00 .00 .00 .00 .00 43.6000 | .00 .00 .00 .00 .00 43.8500 | .00 .00 .00 .00 .00 44.1000 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.29 Name.... REACH 2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC2 100-yr Outflow HYG file = NONE STORED - REACH 2 100-yr Reach Link Data = REACH 2 Reach Length = 2400.00 ft Approx. Total Tt = .1414 hrs (based on Wtd.Q = 799.98 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 = 1700.57 cfs at 12.6000 hrs Peak Outflow = 1674.18 cfs at 12.6500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 13768150 - Infiltration = 0 - HYG Vol OUT = 13768070 - Retained Vol = 81 ---------- Unrouted Vol = -1 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.30 Name.... REACH 2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 2 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1674.18 cfs Time to Peak = 12.6500 hrs HYG Volume = 13768070 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.8000 | .00 .00 .00 .00 .00 7.0500 | .00 .00 .00 .00 .00 7.3000 | .00 .01 .01 .01 .04 7.5500 | .08 .12 .18 .24 .31 7.8000 | .39 .48 .58 .69 .81 8.0500 | .95 1.09 1.25 1.42 1.62 8.3000 | 1.84 2.09 2.42 2.97 3.51 8.5500 | 4.07 4.62 5.19 5.76 6.34 8.8000 | 6.93 7.62 8.42 9.24 10.07 9.0500 | 10.92 11.79 12.67 13.57 14.50 9.3000 | 15.61 16.72 17.82 18.93 20.04 9.5500 | 21.16 22.28 23.42 24.74 26.06 9.8000 | 27.37 28.66 29.95 31.24 32.53 10.0500 | 33.83 35.22 36.67 38.13 39.61 10.3000 | 41.12 42.68 44.31 46.02 47.87 10.5500 | 49.86 51.91 54.04 56.25 58.56 10.8000 | 60.97 63.66 66.53 69.53 72.68 11.0500 | 75.99 79.56 83.39 87.41 91.68 11.3000 | 96.27 101.37 106.75 112.46 118.80 11.5500 | 125.88 133.76 143.25 155.23 170.92 11.8000 | 192.16 222.81 266.65 327.71 409.96 12.0500 | 514.93 638.59 775.54 919.02 1061.33 12.3000 | 1194.73 1314.43 1420.14 1509.96 1579.48 12.5500 | 1628.69 1660.56 1674.18 1670.53 1653.76 12.8000 | 1625.89 1587.65 1541.32 1489.00 1430.42 13.0500 | 1366.72 1300.27 1232.98 1165.97 1100.13 13.3000 | 1037.16 977.92 922.29 870.39 822.49 13.5500 | 778.15 736.92 698.93 663.60 630.53 13.8000 | 599.93 571.43 544.77 519.98 496.81 14.0500 | 475.28 454.93 436.09 418.32 401.63 14.3000 | 386.03 371.42 357.90 345.11 333.15 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.31 Name.... REACH 2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 14.5500 | 322.08 311.65 301.85 292.81 284.21 14.8000 | 276.09 268.51 261.51 254.91 248.67 15.0500 | 242.77 237.28 232.16 227.28 222.65 15.3000 | 218.29 214.16 210.26 206.60 203.05 15.5500 | 199.61 196.26 193.00 189.82 186.72 15.8000 | 183.72 180.86 178.06 175.35 172.74 16.0500 | 170.23 167.80 165.46 163.19 160.99 16.3000 | 158.88 156.87 154.90 152.97 151.08 16.5500 | 149.24 147.46 145.72 144.04 142.42 16.8000 | 140.85 139.34 137.88 136.49 135.21 17.0500 | 133.97 132.76 131.60 130.47 129.37 17.3000 | 128.31 127.28 126.29 125.32 124.38 17.5500 | 123.47 122.58 121.72 120.87 120.04 17.8000 | 119.22 118.42 117.64 116.86 116.10 18.0500 | 115.34 114.62 113.90 113.19 112.48 18.3000 | 111.77 111.06 110.35 109.65 108.95 18.5500 | 108.25 107.55 106.86 106.16 105.47 18.8000 | 104.78 104.10 103.41 102.73 102.05 19.0500 | 101.38 100.71 100.04 99.36 98.69 19.3000 | 98.01 97.34 96.66 95.98 95.31 19.5500 | 94.66 94.00 93.34 92.67 92.00 19.8000 | 91.32 90.65 89.97 89.29 88.61 20.0500 | 87.93 87.25 86.57 85.89 85.22 20.3000 | 84.54 83.88 83.22 82.58 81.94 20.5500 | 81.32 80.72 80.13 79.56 79.01 20.8000 | 78.48 77.97 77.49 77.05 76.62 21.0500 | 76.21 75.81 75.44 75.08 74.74 21.3000 | 74.42 74.11 73.82 73.55 73.29 21.5500 | 73.04 72.80 72.57 72.35 72.13 21.8000 | 71.93 71.73 71.53 71.35 71.16 22.0500 | 70.99 70.81 70.64 70.48 70.32 22.3000 | 70.16 70.00 69.84 69.69 69.54 22.5500 | 69.39 69.24 69.10 68.95 68.81 22.8000 | 68.67 68.53 68.39 68.25 68.11 23.0500 | 67.97 67.83 67.70 67.56 67.42 23.3000 | 67.29 67.15 67.02 66.88 66.74 23.5500 | 66.61 66.47 66.34 66.21 66.07 23.8000 | 65.94 65.80 65.67 65.54 65.40 24.0500 | 65.25 65.05 64.77 64.37 63.80 24.3000 | 63.06 62.13 61.03 59.78 58.34 24.5500 | 56.72 54.91 52.96 50.90 48.73 24.8000 | 46.51 44.33 42.07 39.76 37.44 25.0500 | 35.16 33.06 31.05 29.06 27.10 25.3000 | 25.20 23.37 21.83 20.38 18.99 25.5500 | 17.67 16.42 15.23 14.16 13.26 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.32 Name.... REACH 2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 25.8000 | 12.39 11.56 10.76 10.00 9.28 26.0500 | 8.61 8.01 7.45 7.02 6.65 26.3000 | 6.30 5.96 5.64 5.33 5.03 26.5500 | 4.75 4.47 4.21 3.96 3.73 26.8000 | 3.50 3.28 3.08 2.88 2.70 27.0500 | 2.52 2.36 2.24 2.16 2.08 27.3000 | 2.00 1.93 1.86 1.78 1.71 27.5500 | 1.64 1.57 1.51 1.44 1.38 27.8000 | 1.32 1.26 1.21 1.15 1.10 28.0500 | 1.05 1.00 .95 .91 .87 28.3000 | .82 .79 .75 .71 .68 28.5500 | .64 .61 .58 .55 .53 28.8000 | .50 .48 .45 .43 .41 29.0500 | .39 .37 .35 .33 .32 29.3000 | .30 .29 .27 .26 .25 29.5500 | .23 .22 .21 .20 .19 29.8000 | .18 .17 .16 .16 .15 30.0500 | .14 .13 .13 .12 .12 30.3000 | .11 .11 .10 .10 .09 30.5500 | .09 .08 .08 .08 .07 30.8000 | .07 .07 .06 .06 .06 31.0500 | .05 .05 .05 .05 .04 31.3000 | .04 .04 .04 .04 .04 31.5500 | .03 .03 .03 .03 .03 31.8000 | .03 .03 .03 .02 .02 32.0500 | .02 .02 .02 .02 .02 32.3000 | .02 .02 .02 .02 .02 32.5500 | .01 .01 .01 .01 .01 32.8000 | .01 .01 .01 .01 .01 33.0500 | .01 .01 .01 .01 .01 33.3000 | .01 .01 .01 .01 .01 33.5500 | .01 .01 .01 .01 .01 33.8000 | .01 .01 .01 .01 .01 34.0500 | .01 .01 .01 .01 .01 34.3000 | .01 .01 .01 .01 .01 34.5500 | .01 .01 .01 .01 .01 34.8000 | .01 .01 .01 .01 .01 35.0500 | .01 .01 .01 .01 .01 35.3000 | .01 .01 .01 .01 .01 35.5500 | .01 .01 .01 .01 .01 35.8000 | .01 .01 .01 .01 .01 36.0500 | .01 .01 .01 .01 .01 36.3000 | .01 .01 .01 .01 .01 36.5500 | .01 .01 .01 .01 .01 36.8000 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.33 Name.... REACH 2 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 37.0500 | .01 .01 .01 .01 .01 37.3000 | .01 .01 .01 .01 .01 37.5500 | .01 .01 .01 .01 .01 37.8000 | .01 .01 .01 .01 .01 38.0500 | .01 .01 .01 .01 .01 38.3000 | .01 .01 .01 .01 .01 38.5500 | .01 .01 .01 .01 .01 38.8000 | .01 .01 .01 .01 .01 39.0500 | .01 .01 .01 .01 .01 39.3000 | .01 .01 .01 .01 .01 39.5500 | .01 .01 .01 .01 .01 39.8000 | .01 .01 .01 .01 .01 40.0500 | .01 .01 .01 .01 .01 40.3000 | .01 .01 .01 .00 .00 40.5500 | .00 .00 .00 .00 .00 40.8000 | .00 .00 .00 .00 .00 41.0500 | .00 .00 .00 .00 .00 41.3000 | .00 .00 .00 .00 .00 41.5500 | .00 .00 .00 .00 .00 41.8000 | .00 .00 .00 .00 .00 42.0500 | .00 .00 .00 .00 .00 42.3000 | .00 .00 .00 .00 .00 42.5500 | .00 .00 .00 .00 .00 42.8000 | .00 .00 .00 .00 .00 43.0500 | .00 .00 .00 .00 .00 43.3000 | .00 .00 .00 .00 .00 43.5500 | .00 .00 .00 .00 .00 43.8000 | .00 .00 .00 .00 .00 44.0500 | .00 .00 .00 .00 .00 44.3000 | .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.34 Name.... REACH 3 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC3 15-Yr Outflow HYG file = NONE STORED - REACH 3 15-Yr Reach Link Data = REACH 3 Reach Length = 3500.00 ft Approx. Total Tt = .2285 hrs (based on Wtd.Q = 548.82 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 ------------------------------------------------------------------------------ 569.00 .00 0 0 .00 .00 .00 569.01 .01 526 52640 .00 .01 5.86 569.22 2.27 11887 55580 .00 2.27 134.35 569.44 7.27 24455 58660 .00 7.27 279.00 569.66 14.40 37698 61740 .00 14.40 433.26 569.88 23.47 51621 64820 .00 23.47 597.04 570.10 34.36 66218 67900 .00 34.36 770.12 570.32 47.03 81497 70980 .00 47.03 952.56 570.54 61.44 97450 74060 .00 61.44 1144.21 570.76 77.59 114084 77140 .00 77.59 1345.19 570.98 95.46 131391 80220 .00 95.46 1555.37 571.20 115.08 149381 83300 .00 115.08 1774.87 571.42 136.45 168043 86380 .00 136.45 2003.60 571.64 159.60 187389 89460 .00 159.60 2241.69 571.86 184.52 207406 92540 .00 184.52 2489.03 572.08 211.27 228106 95620 .00 211.27 2745.78 572.30 239.84 249479 98700 .00 239.84 3011.83 572.52 270.29 271535 101780 .00 270.29 3287.34 572.74 302.62 294262 104860 .00 302.62 3572.20 572.96 336.87 317674 107940 .00 336.87 3866.57 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.35 Name.... REACH 3 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC3 15-Yr Outflow HYG file = NONE STORED - REACH 3 15-Yr Reach Link Data = REACH 3 Reach Length = 3500.00 ft Approx. Total Tt = .2285 hrs (based on Wtd.Q = 548.82 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 ------------------------------------------------------------------------------ 573.18 373.05 341756 111020 .00 373.05 4170.34 573.40 411.22 366523 114100 .00 411.22 4483.70 573.62 451.39 391960 117180 .00 451.39 4806.50 573.84 493.59 418082 120260 .00 493.59 5138.95 574.06 537.84 444875 123340 .00 537.84 5480.90 574.28 584.20 472353 126420 .00 584.20 5832.56 574.50 632.67 500500 129500 .00 632.67 6193.78 574.72 683.28 529325 132580 .00 683.28 6564.67 574.94 736.09 558836 135660 .00 736.09 6945.38 575.16 791.10 589015 138740 .00 791.10 7335.72 575.38 848.36 619882 141820 .00 848.36 7735.94 575.60 907.88 651416 144900 .00 907.88 8145.84 575.82 969.72 683638 147980 .00 969.72 8565.69 576.04 1033.86 716528 151060 .00 1033.86 8995.28 576.26 1100.39 750105 154140 .00 1100.39 9434.88 576.48 1169.28 784350 157220 .00 1169.28 9884.28 576.70 1240.62 819282 160300 .00 1240.62 10343.75 576.92 1314.38 854882 163380 .00 1314.38 10813.07 577.14 1390.64 891170 166460 .00 1390.64 11292.53 577.36 1469.39 928125 169540 .00 1469.39 11781.89 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach E-V-Q Table Page 10.36 Name.... REACH 3 File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW MODIFIED PULS REACH DATA HYG Dir = \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ Inflow HYG file = NONE STORED - JUNC3 15-Yr Outflow HYG file = NONE STORED - REACH 3 15-Yr Reach Link Data = REACH 3 Reach Length = 3500.00 ft Approx. Total Tt = .2285 hrs (based on Wtd.Q = 548.82 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 ------------------------------------------------------------------------------ 577.58 1550.69 965768 172620 .00 1550.69 12281.45 577.80 1634.54 1004078 175700 .00 1634.54 12790.96 578.02 1721.01 1043076 178780 .00 1721.01 13310.74 578.24 1810.07 1082742 181860 .00 1810.07 13840.53 578.46 1901.81 1123095 184940 .00 1901.81 14380.64 578.68 1996.20 1164115 188020 .00 1996.20 14930.82 578.90 2093.33 1205825 191100 .00 2093.33 15491.38 579.12 2193.17 1248200 194180 .00 2193.17 16062.06 579.34 2295.80 1291265 197260 .00 2295.80 16643.18 579.56 2401.20 1334995 200340 .00 2401.20 17234.47 579.78 2509.44 1379415 203420 .00 2509.44 17836.27 580.00 2620.51 1424500 206500 .00 2620.51 18448.28 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.37 Name.... REACH 3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC3 15-Yr Outflow HYG file = NONE STORED - REACH 3 15-Yr Reach Link Data = REACH 3 Reach Length = 3500.00 ft Approx. Total Tt = .2285 hrs (based on Wtd.Q = 548.82 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 = 1167.60 cfs at 12.6500 hrs Peak Outflow = 1117.31 cfs at 12.8000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 9686770 - Infiltration = 0 - HYG Vol OUT = 9686655 - Retained Vol = 119 ---------- Unrouted Vol = 4 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.38 Name.... REACH 3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 3 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1117.31 cfs Time to Peak = 12.8000 hrs HYG Volume = 9686655 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.7000 | .00 .00 .00 .00 .00 8.9500 | .00 .00 .00 .00 .00 9.2000 | .00 .00 .00 .01 .01 9.4500 | .01 .02 .05 .08 .12 9.7000 | .16 .21 .27 .33 .40 9.9500 | .50 .61 .73 .88 1.05 10.2000 | 1.23 1.43 1.66 1.91 2.18 10.4500 | 2.70 3.33 4.00 4.70 5.43 10.7000 | 6.21 7.03 8.12 9.33 10.57 10.9500 | 11.85 13.19 14.62 16.38 18.19 11.2000 | 20.06 22.00 24.11 26.53 29.05 11.4500 | 31.68 34.47 37.75 41.24 45.02 11.7000 | 49.47 54.81 61.30 70.09 81.95 11.9500 | 98.71 122.43 155.51 200.31 258.16 12.2000 | 329.39 412.21 503.71 599.40 694.74 12.4500 | 786.05 869.84 943.12 1004.11 1051.88 12.7000 | 1086.24 1107.56 1117.31 1116.74 1107.20 12.9500 | 1090.33 1067.24 1038.74 1006.07 969.87 13.2000 | 931.59 891.68 851.08 810.80 771.22 13.4500 | 732.79 696.08 661.12 627.97 596.88 13.7000 | 567.64 540.12 514.50 490.32 467.84 13.9500 | 446.65 426.93 408.32 391.04 374.66 14.2000 | 359.47 345.07 331.54 318.92 306.93 14.4500 | 295.74 285.23 275.27 265.94 257.25 14.7000 | 249.01 241.22 234.02 227.22 220.78 14.9500 | 214.70 209.02 203.75 198.73 193.97 15.2000 | 189.47 185.21 181.28 177.56 174.00 15.4500 | 170.60 167.35 164.24 161.27 158.48 15.7000 | 155.86 153.31 150.84 148.44 146.10 15.9500 | 143.82 141.60 139.44 137.34 135.34 16.2000 | 133.45 131.60 129.79 128.03 126.32 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.39 Name.... REACH 3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 124.64 123.02 121.44 119.90 118.41 16.7000 | 116.96 115.56 114.24 112.98 111.75 16.9500 | 110.56 109.40 108.28 107.20 106.15 17.2000 | 105.13 104.14 103.19 102.26 101.37 17.4500 | 100.50 99.67 98.85 98.07 97.30 17.7000 | 96.56 95.83 95.15 94.49 93.84 17.9500 | 93.21 92.58 91.97 91.36 90.76 18.2000 | 90.16 89.58 89.01 88.44 87.88 18.4500 | 87.33 86.78 86.24 85.70 85.16 18.7000 | 84.63 84.10 83.58 83.05 82.53 18.9500 | 82.01 81.49 80.97 80.45 79.93 19.2000 | 79.42 78.90 78.38 77.86 77.36 19.4500 | 76.86 76.37 75.87 75.36 74.86 19.7000 | 74.35 73.84 73.33 72.81 72.30 19.9500 | 71.78 71.27 70.75 70.24 69.73 20.2000 | 69.22 68.71 68.20 67.70 67.19 20.4500 | 66.69 66.19 65.69 65.21 64.72 20.7000 | 64.25 63.79 63.33 62.89 62.45 20.9500 | 62.03 61.63 61.25 60.89 60.54 21.2000 | 60.21 59.88 59.56 59.26 58.97 21.4500 | 58.69 58.42 58.16 57.92 57.68 21.7000 | 57.45 57.24 57.03 56.83 56.64 21.9500 | 56.46 56.28 56.11 55.95 55.79 22.2000 | 55.64 55.49 55.35 55.21 55.07 22.4500 | 54.94 54.81 54.68 54.55 54.43 22.7000 | 54.31 54.19 54.08 53.96 53.85 22.9500 | 53.73 53.62 53.51 53.40 53.30 23.2000 | 53.19 53.09 52.98 52.88 52.78 23.4500 | 52.67 52.57 52.47 52.37 52.27 23.7000 | 52.16 52.06 51.96 51.86 51.76 23.9500 | 51.66 51.55 51.45 51.33 51.20 24.2000 | 51.04 50.83 50.56 50.22 49.79 24.4500 | 49.26 48.63 47.89 47.04 46.15 24.7000 | 45.15 44.05 42.87 41.62 40.32 24.9500 | 38.96 37.56 36.12 34.65 33.27 25.2000 | 31.91 30.55 29.18 27.83 26.49 25.4500 | 25.18 23.88 22.73 21.66 20.62 25.7000 | 19.60 18.60 17.64 16.70 15.79 25.9500 | 14.92 14.14 13.48 12.84 12.23 26.2000 | 11.65 11.09 10.56 10.04 9.55 26.4500 | 9.08 8.62 8.19 7.78 7.38 26.7000 | 7.07 6.79 6.52 6.25 6.00 26.9500 | 5.74 5.50 5.27 5.05 4.84 27.2000 | 4.64 4.45 4.26 4.09 3.92 27.4500 | 3.76 3.60 3.45 3.31 3.17 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.40 Name.... REACH 3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 27.7000 | 3.04 2.91 2.79 2.68 2.57 27.9500 | 2.46 2.35 2.26 2.22 2.17 28.2000 | 2.12 2.07 2.02 1.98 1.93 28.4500 | 1.88 1.84 1.79 1.75 1.70 28.7000 | 1.66 1.62 1.58 1.54 1.50 28.9500 | 1.46 1.42 1.38 1.34 1.31 29.2000 | 1.27 1.24 1.20 1.17 1.14 29.4500 | 1.10 1.07 1.04 1.01 .98 29.7000 | .95 .93 .90 .87 .85 29.9500 | .82 .80 .77 .75 .73 30.2000 | .71 .69 .66 .64 .62 30.4500 | .61 .59 .57 .55 .53 30.7000 | .52 .50 .49 .47 .46 30.9500 | .44 .43 .42 .40 .39 31.2000 | .38 .37 .35 .34 .33 31.4500 | .32 .31 .30 .29 .28 31.7000 | .27 .26 .26 .25 .24 31.9500 | .23 .23 .22 .21 .20 32.2000 | .20 .19 .19 .18 .17 32.4500 | .17 .16 .16 .15 .15 32.7000 | .14 .14 .13 .13 .13 32.9500 | .12 .12 .11 .11 .11 33.2000 | .10 .10 .10 .09 .09 33.4500 | .09 .09 .08 .08 .08 33.7000 | .08 .07 .07 .07 .07 33.9500 | .07 .06 .06 .06 .06 34.2000 | .06 .05 .05 .05 .05 34.4500 | .05 .05 .05 .05 .04 34.7000 | .04 .04 .04 .04 .04 34.9500 | .04 .04 .04 .03 .03 35.2000 | .03 .03 .03 .03 .03 35.4500 | .03 .03 .03 .03 .03 35.7000 | .03 .03 .02 .02 .02 35.9500 | .02 .02 .02 .02 .02 36.2000 | .02 .02 .02 .02 .02 36.4500 | .02 .02 .02 .02 .02 36.7000 | .02 .02 .02 .02 .02 36.9500 | .02 .02 .01 .01 .01 37.2000 | .01 .01 .01 .01 .01 37.4500 | .01 .01 .01 .01 .01 37.7000 | .01 .01 .01 .01 .01 37.9500 | .01 .01 .01 .01 .01 38.2000 | .01 .01 .01 .01 .01 38.4500 | .01 .01 .01 .01 .01 38.7000 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.41 Name.... REACH 3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 38.9500 | .01 .01 .01 .01 .01 39.2000 | .01 .01 .01 .01 .01 39.4500 | .01 .01 .01 .01 .01 39.7000 | .01 .01 .01 .01 .01 39.9500 | .01 .01 .01 .01 .01 40.2000 | .01 .01 .01 .01 .01 40.4500 | .01 .01 .01 .01 .01 40.7000 | .01 .01 .01 .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 .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 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 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.42 Name.... REACH 3 Tag: 15-Yr Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 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 .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 52.9500 | .00 .00 .00 .00 .00 53.2000 | .00 .00 .00 .00 .00 53.4500 | .00 .00 .00 .00 .00 53.7000 | .00 .00 .00 .00 .00 53.9500 | .00 .00 .00 .00 .00 54.2000 | .00 .00 .00 .00 .00 54.4500 | .00 .00 .00 .00 .00 54.7000 | .00 .00 .00 .00 .00 54.9500 | .00 .00 .00 .00 .00 55.2000 | .00 .00 .00 .00 .00 55.4500 | .00 .00 .00 .00 .00 55.7000 | .00 .00 .00 .00 .00 55.9500 | .00 .00 .00 .00 .00 56.2000 | .00 .00 .00 .00 .00 56.4500 | .00 .00 .00 .00 .00 56.7000 | .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.43 Name.... REACH 3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC3 25-yr Outflow HYG file = NONE STORED - REACH 3 25-yr Reach Link Data = REACH 3 Reach Length = 3500.00 ft Approx. Total Tt = .2189 hrs (based on Wtd.Q = 641.55 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 = 1365.53 cfs at 12.6500 hrs Peak Outflow = 1311.40 cfs at 12.8000 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 11235830 - Infiltration = 0 - HYG Vol OUT = 11235710 - Retained Vol = 122 ---------- Unrouted Vol = -3 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.44 Name.... REACH 3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 3 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1311.40 cfs Time to Peak = 12.8000 hrs HYG Volume = 11235710 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 .00 .00 .00 8.4500 | .00 .00 .00 .00 .00 8.7000 | .00 .00 .00 .00 .01 8.9500 | .01 .01 .02 .05 .09 9.2000 | .12 .16 .21 .26 .32 9.4500 | .40 .48 .59 .71 .86 9.7000 | 1.02 1.20 1.40 1.62 1.86 9.9500 | 2.13 2.58 3.20 3.84 4.51 10.2000 | 5.21 5.93 6.69 7.56 8.66 10.4500 | 9.78 10.91 12.07 13.25 14.47 10.7000 | 15.99 17.53 19.10 20.72 22.37 10.9500 | 24.17 26.18 28.24 30.38 32.59 11.2000 | 34.94 37.59 40.36 43.25 46.27 11.4500 | 49.67 53.33 57.23 61.44 66.39 11.7000 | 71.99 78.60 87.18 98.27 113.63 11.9500 | 135.34 165.89 208.09 264.56 336.54 12.2000 | 424.16 524.49 633.50 746.04 856.44 12.4500 | 960.69 1054.74 1135.57 1201.40 1251.50 12.7000 | 1285.98 1305.29 1311.40 1306.06 1290.85 12.9500 | 1267.44 1237.18 1201.43 1160.83 1116.88 13.2000 | 1070.60 1022.86 974.73 927.15 880.68 13.4500 | 835.81 792.95 752.45 714.20 678.19 13.7000 | 644.54 613.03 583.40 555.89 530.02 13.9500 | 505.88 483.25 462.10 442.28 423.72 14.2000 | 406.25 389.96 374.50 360.16 346.57 14.4500 | 333.76 321.87 310.59 299.98 290.12 14.7000 | 280.79 271.97 263.80 256.12 248.85 14.9500 | 241.98 235.61 229.62 223.93 218.54 15.2000 | 213.45 208.71 204.28 200.06 196.03 15.4500 | 192.19 188.53 185.05 181.81 178.70 15.7000 | 175.68 172.76 169.92 167.16 164.48 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.45 Name.... REACH 3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 15.9500 | 161.88 159.37 157.02 154.73 152.51 16.2000 | 150.33 148.22 146.16 144.15 142.20 16.4500 | 140.30 138.45 136.66 134.97 133.34 16.7000 | 131.76 130.22 128.72 127.26 125.84 16.9500 | 124.47 123.14 121.85 120.61 119.41 17.2000 | 118.25 117.13 116.06 115.02 114.06 17.4500 | 113.12 112.21 111.32 110.46 109.63 17.7000 | 108.81 108.02 107.25 106.49 105.75 17.9500 | 105.03 104.31 103.61 102.92 102.24 18.2000 | 101.57 100.91 100.26 99.61 98.97 18.4500 | 98.33 97.70 97.08 96.46 95.84 18.7000 | 95.24 94.66 94.07 93.49 92.90 18.9500 | 92.31 91.72 91.13 90.55 89.96 19.2000 | 89.37 88.79 88.21 87.63 87.05 19.4500 | 86.47 85.89 85.31 84.74 84.16 19.7000 | 83.58 83.01 82.43 81.85 81.27 19.9500 | 80.69 80.11 79.52 78.94 78.35 20.2000 | 77.77 77.21 76.65 76.09 75.53 20.4500 | 74.98 74.42 73.87 73.32 72.78 20.7000 | 72.25 71.72 71.21 70.72 70.24 20.9500 | 69.78 69.33 68.90 68.48 68.08 21.2000 | 67.69 67.31 66.96 66.61 66.28 21.4500 | 65.97 65.67 65.38 65.10 64.84 21.7000 | 64.58 64.34 64.11 63.89 63.67 21.9500 | 63.47 63.27 63.08 62.90 62.72 22.2000 | 62.55 62.38 62.22 62.06 61.91 22.4500 | 61.76 61.61 61.47 61.34 61.21 22.7000 | 61.08 60.95 60.82 60.70 60.57 22.9500 | 60.45 60.32 60.20 60.08 59.96 23.2000 | 59.84 59.72 59.60 59.48 59.36 23.4500 | 59.24 59.12 59.00 58.89 58.77 23.7000 | 58.65 58.54 58.42 58.30 58.19 23.9500 | 58.07 57.95 57.83 57.70 57.55 24.2000 | 57.36 57.12 56.81 56.41 55.91 24.4500 | 55.30 54.57 53.73 52.77 51.68 24.7000 | 50.49 49.18 47.76 46.31 44.84 24.9500 | 43.32 41.75 40.14 38.50 36.84 25.2000 | 35.17 33.58 32.09 30.60 29.13 25.4500 | 27.68 26.26 24.87 23.53 22.39 25.7000 | 21.28 20.21 19.17 18.16 17.18 25.9500 | 16.24 15.33 14.46 13.76 13.11 26.2000 | 12.48 11.88 11.31 10.75 10.23 26.4500 | 9.72 9.24 8.77 8.33 7.91 26.7000 | 7.50 7.15 6.87 6.60 6.33 26.9500 | 6.07 5.81 5.56 5.33 5.11 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.46 Name.... REACH 3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 27.2000 | 4.89 4.69 4.49 4.31 4.13 27.4500 | 3.96 3.79 3.64 3.48 3.34 27.7000 | 3.20 3.07 2.94 2.82 2.70 27.9500 | 2.59 2.48 2.37 2.27 2.22 28.2000 | 2.18 2.13 2.08 2.03 1.98 28.4500 | 1.94 1.89 1.84 1.80 1.76 28.7000 | 1.71 1.67 1.63 1.58 1.54 28.9500 | 1.50 1.46 1.42 1.39 1.35 29.2000 | 1.31 1.28 1.24 1.21 1.17 29.4500 | 1.14 1.11 1.08 1.04 1.01 29.7000 | .99 .96 .93 .90 .88 29.9500 | .85 .83 .80 .78 .75 30.2000 | .73 .71 .69 .67 .65 30.4500 | .63 .61 .59 .57 .55 30.7000 | .54 .52 .50 .49 .47 30.9500 | .46 .44 .43 .42 .40 31.2000 | .39 .38 .37 .36 .34 31.4500 | .33 .32 .31 .30 .29 31.7000 | .28 .27 .27 .26 .25 31.9500 | .24 .23 .23 .22 .21 32.2000 | .20 .20 .19 .19 .18 32.4500 | .17 .17 .16 .16 .15 32.7000 | .15 .14 .14 .13 .13 32.9500 | .13 .12 .12 .11 .11 33.2000 | .11 .10 .10 .10 .09 33.4500 | .09 .09 .09 .08 .08 33.7000 | .08 .08 .07 .07 .07 33.9500 | .07 .07 .06 .06 .06 34.2000 | .06 .06 .06 .05 .05 34.4500 | .05 .05 .05 .05 .05 34.7000 | .04 .04 .04 .04 .04 34.9500 | .04 .04 .04 .04 .03 35.2000 | .03 .03 .03 .03 .03 35.4500 | .03 .03 .03 .03 .03 35.7000 | .03 .03 .03 .02 .02 35.9500 | .02 .02 .02 .02 .02 36.2000 | .02 .02 .02 .02 .02 36.4500 | .02 .02 .02 .02 .02 36.7000 | .02 .02 .02 .02 .02 36.9500 | .02 .02 .02 .01 .01 37.2000 | .01 .01 .01 .01 .01 37.4500 | .01 .01 .01 .01 .01 37.7000 | .01 .01 .01 .01 .01 37.9500 | .01 .01 .01 .01 .01 38.2000 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.47 Name.... REACH 3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 38.4500 | .01 .01 .01 .01 .01 38.7000 | .01 .01 .01 .01 .01 38.9500 | .01 .01 .01 .01 .01 39.2000 | .01 .01 .01 .01 .01 39.4500 | .01 .01 .01 .01 .01 39.7000 | .01 .01 .01 .01 .01 39.9500 | .01 .01 .01 .01 .01 40.2000 | .01 .01 .01 .01 .01 40.4500 | .01 .01 .01 .01 .01 40.7000 | .01 .01 .01 .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 .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 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 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.48 Name.... REACH 3 Tag: 25-yr Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 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 .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 52.9500 | .00 .00 .00 .00 .00 53.2000 | .00 .00 .00 .00 .00 53.4500 | .00 .00 .00 .00 .00 53.7000 | .00 .00 .00 .00 .00 53.9500 | .00 .00 .00 .00 .00 54.2000 | .00 .00 .00 .00 .00 54.4500 | .00 .00 .00 .00 .00 54.7000 | .00 .00 .00 .00 .00 54.9500 | .00 .00 .00 .00 .00 55.2000 | .00 .00 .00 .00 .00 55.4500 | .00 .00 .00 .00 .00 55.7000 | .00 .00 .00 .00 .00 55.9500 | .00 .00 .00 .00 .00 56.2000 | .00 .00 .00 .00 .00 56.4500 | .00 .00 .00 .00 .00 56.7000 | .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing Summary Page 10.49 Name.... REACH 3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 - JUNC3 100-yr Outflow HYG file = NONE STORED - REACH 3 100-yr Reach Link Data = REACH 3 Reach Length = 3500.00 ft Approx. Total Tt = .2004 hrs (based on Wtd.Q = 888.88 cfs) Reach Channel = Chn-Trapz - 2 (Chn-Trapz.) Overflow Elev. = 580.00 ft Overflow Channel = NONE No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 569.00 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 = 1894.89 cfs at 12.6000 hrs Peak Outflow = 1832.42 cfs at 12.7500 hrs ===================================================== MASS BALANCE (cu.ft) -------------------------- + Initial Vol = 0 + HYG Vol IN = 15420470 - Infiltration = 0 - HYG Vol OUT = 15420350 - Retained Vol = 119 ---------- Unrouted Vol = 2 cu.ft (.000% of Inflow Volume) S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.50 Name.... REACH 3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = REACH 3 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1832.42 cfs Time to Peak = 12.7500 hrs HYG Volume = 15420350 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.1500 | .00 .00 .00 .00 .00 7.4000 | .00 .00 .00 .00 .00 7.6500 | .00 .00 .00 .01 .01 7.9000 | .01 .01 .03 .06 .10 8.1500 | .14 .18 .22 .28 .34 8.4000 | .41 .49 .59 .70 .83 8.6500 | .98 1.14 1.32 1.52 1.73 8.9000 | 1.97 2.23 2.73 3.31 3.92 9.1500 | 4.55 5.21 5.89 6.60 7.38 9.4000 | 8.42 9.48 10.56 11.65 12.76 9.6500 | 13.88 15.15 16.54 17.93 19.33 9.9000 | 20.74 22.15 23.57 25.18 26.78 10.1500 | 28.39 29.99 31.61 33.24 34.94 10.4000 | 36.77 38.62 40.50 42.42 44.40 10.6500 | 46.44 48.68 51.01 53.41 55.90 10.9000 | 58.49 61.21 64.23 67.39 70.68 11.1500 | 74.14 77.79 81.84 86.09 90.57 11.4000 | 95.34 100.67 106.33 112.42 119.24 11.6500 | 126.96 135.85 146.88 160.78 179.47 11.9000 | 205.28 241.51 291.97 360.70 450.61 12.1500 | 562.80 695.37 843.22 999.50 1155.77 12.4000 | 1304.60 1440.98 1559.82 1658.12 1734.15 12.6500 | 1788.01 1820.21 1832.42 1827.43 1807.85 12.9000 | 1776.18 1734.54 1684.99 1628.59 1567.01 13.1500 | 1501.67 1434.05 1365.43 1297.07 1230.11 13.4000 | 1165.43 1103.58 1044.98 989.76 937.92 13.6500 | 889.43 844.13 801.95 762.56 725.73 13.9000 | 691.39 659.37 629.32 601.41 575.18 14.1500 | 550.68 527.70 506.17 485.91 466.96 14.4000 | 449.07 432.45 416.69 401.99 388.20 14.6500 | 375.16 363.08 351.71 340.95 330.93 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.51 Name.... REACH 3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 14.9000 | 321.55 312.69 304.32 296.56 289.25 15.1500 | 282.32 275.77 269.58 263.85 258.38 15.4000 | 253.18 248.24 243.53 239.06 234.88 15.6500 | 230.82 226.90 223.09 219.39 215.81 15.9000 | 212.33 209.03 205.84 202.74 199.71 16.1500 | 196.77 193.92 191.14 188.45 185.84 16.4000 | 183.36 180.99 178.67 176.40 174.19 16.6500 | 172.04 169.95 167.92 165.95 164.04 16.9000 | 162.19 160.40 158.72 157.12 155.58 17.1500 | 154.08 152.64 151.23 149.88 148.56 17.4000 | 147.29 146.06 144.86 143.70 142.57 17.6500 | 141.47 140.41 139.37 138.35 137.36 17.9000 | 136.39 135.48 134.58 133.69 132.81 18.1500 | 131.94 131.09 130.24 129.41 128.58 18.4000 | 127.76 126.94 126.13 125.33 124.53 18.6500 | 123.73 122.94 122.14 121.35 120.57 18.9000 | 119.78 119.00 118.22 117.45 116.68 19.1500 | 115.91 115.14 114.40 113.67 112.92 19.4000 | 112.18 111.43 110.68 109.92 109.17 19.6500 | 108.42 107.67 106.92 106.17 105.41 19.9000 | 104.66 103.90 103.14 102.38 101.61 20.1500 | 100.85 100.09 99.32 98.56 97.80 20.4000 | 97.05 96.30 95.56 94.86 94.16 20.6500 | 93.48 92.80 92.14 91.49 90.86 20.9000 | 90.24 89.65 89.08 88.52 87.99 21.1500 | 87.48 86.99 86.52 86.07 85.64 21.4000 | 85.23 84.84 84.46 84.11 83.76 21.6500 | 83.44 83.12 82.82 82.54 82.26 21.9000 | 82.00 81.74 81.49 81.25 81.02 22.1500 | 80.80 80.58 80.37 80.17 79.97 22.4000 | 79.77 79.58 79.39 79.21 79.03 22.6500 | 78.85 78.68 78.51 78.33 78.17 22.9000 | 78.00 77.84 77.67 77.51 77.36 23.1500 | 77.21 77.06 76.90 76.75 76.60 23.4000 | 76.44 76.29 76.14 75.98 75.83 23.6500 | 75.68 75.53 75.38 75.22 75.07 23.9000 | 74.92 74.77 74.61 74.45 74.28 24.1500 | 74.07 73.82 73.49 73.06 72.49 24.4000 | 71.79 70.93 69.91 68.72 67.36 24.6500 | 65.83 64.15 62.33 60.45 58.53 24.9000 | 56.51 54.42 52.26 50.04 47.81 25.1500 | 45.69 43.63 41.57 39.51 37.47 25.4000 | 35.47 33.60 31.89 30.22 28.59 25.6500 | 27.01 25.49 24.02 22.73 21.55 25.9000 | 20.41 19.31 18.25 17.23 16.24 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.52 Name.... REACH 3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 26.1500 | 15.31 14.42 13.72 13.05 12.41 26.4000 | 11.80 11.22 10.66 10.13 9.62 26.6500 | 9.13 8.66 8.22 7.79 7.39 26.9000 | 7.07 6.78 6.51 6.24 5.98 27.1500 | 5.72 5.48 5.25 5.02 4.81 27.4000 | 4.61 4.42 4.23 4.06 3.89 27.6500 | 3.73 3.57 3.42 3.28 3.14 27.9000 | 3.01 2.88 2.76 2.65 2.53 28.1500 | 2.43 2.32 2.25 2.20 2.15 28.4000 | 2.10 2.05 2.00 1.96 1.91 28.6500 | 1.86 1.82 1.77 1.73 1.69 28.9000 | 1.64 1.60 1.56 1.52 1.48 29.1500 | 1.44 1.40 1.36 1.33 1.29 29.4000 | 1.25 1.22 1.18 1.15 1.12 29.6500 | 1.09 1.06 1.03 1.00 .97 29.9000 | .94 .91 .89 .86 .83 30.1500 | .81 .79 .76 .74 .72 30.4000 | .70 .67 .65 .63 .61 30.6500 | .60 .58 .56 .54 .53 30.9000 | .51 .49 .48 .46 .45 31.1500 | .44 .42 .41 .40 .38 31.4000 | .37 .36 .35 .34 .33 31.6500 | .32 .31 .30 .29 .28 31.9000 | .27 .26 .25 .24 .24 32.1500 | .23 .22 .21 .21 .20 32.4000 | .19 .19 .18 .18 .17 32.6500 | .16 .16 .15 .15 .14 32.9000 | .14 .14 .13 .13 .12 33.1500 | .12 .12 .11 .11 .10 33.4000 | .10 .10 .10 .09 .09 33.6500 | .09 .08 .08 .08 .08 33.9000 | .07 .07 .07 .07 .07 34.1500 | .06 .06 .06 .06 .06 34.4000 | .06 .05 .05 .05 .05 34.6500 | .05 .05 .05 .04 .04 34.9000 | .04 .04 .04 .04 .04 35.1500 | .04 .04 .03 .03 .03 35.4000 | .03 .03 .03 .03 .03 35.6500 | .03 .03 .03 .03 .03 35.9000 | .03 .02 .02 .02 .02 36.1500 | .02 .02 .02 .02 .02 36.4000 | .02 .02 .02 .02 .02 36.6500 | .02 .02 .02 .02 .02 36.9000 | .02 .02 .02 .02 .02 37.1500 | .02 .02 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.53 Name.... REACH 3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 37.4000 | .01 .01 .01 .01 .01 37.6500 | .01 .01 .01 .01 .01 37.9000 | .01 .01 .01 .01 .01 38.1500 | .01 .01 .01 .01 .01 38.4000 | .01 .01 .01 .01 .01 38.6500 | .01 .01 .01 .01 .01 38.9000 | .01 .01 .01 .01 .01 39.1500 | .01 .01 .01 .01 .01 39.4000 | .01 .01 .01 .01 .01 39.6500 | .01 .01 .01 .01 .01 39.9000 | .01 .01 .01 .01 .01 40.1500 | .01 .01 .01 .01 .01 40.4000 | .01 .01 .01 .01 .01 40.6500 | .01 .01 .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 .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 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 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Reach Routing (HYG output) Page 10.54 Name.... REACH 3 Tag: 100-yr Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 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 .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 .00 .00 53.1500 | .00 .00 .00 .00 .00 53.4000 | .00 .00 .00 .00 .00 53.6500 | .00 .00 .00 .00 .00 53.9000 | .00 .00 .00 .00 .00 54.1500 | .00 .00 .00 .00 .00 54.4000 | .00 .00 .00 .00 .00 54.6500 | .00 .00 .00 .00 .00 54.9000 | .00 .00 .00 .00 .00 55.1500 | .00 .00 .00 .00 .00 55.4000 | .00 .00 .00 .00 .00 55.6500 | .00 .00 .00 .00 .00 55.9000 | .00 .00 .00 .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 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.01 Name.... JUNC1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC1 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADD 2 SUBAREA2 SUBAREA2 15-Yr ADD 1 SUBAREA1 SUBAREA1 15-Yr ========================================================================== INFLOWS TO: JUNC1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA2 15-Yr 1280135 12.3500 228.78 SUBAREA1 15-Yr 6942341 12.6000 857.97 TOTAL FLOW INTO: JUNC1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC1 15-Yr 8222483 12.5500 1034.73 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.02 Name.... JUNC1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC1 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1034.73 cfs Time to Peak = 12.5500 hrs HYG Volume = 8222483 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 .10 .14 8.5500 | .21 .28 .36 .50 .65 8.8000 | .81 1.02 1.26 1.51 1.80 9.0500 | 2.13 2.48 2.84 3.27 3.70 9.3000 | 4.14 4.64 5.14 5.64 6.18 9.5500 | 6.74 7.29 7.87 8.47 9.07 9.8000 | 9.68 10.34 11.00 11.67 12.40 10.0500 | 13.15 13.90 14.73 15.59 16.47 10.3000 | 17.40 18.42 19.45 20.51 21.72 10.5500 | 22.95 24.18 25.61 27.07 28.56 10.8000 | 30.19 31.96 33.74 35.66 37.79 11.0500 | 39.97 42.19 44.85 47.54 50.30 11.3000 | 53.56 57.02 60.54 64.80 69.79 11.5500 | 75.00 81.88 93.06 105.44 119.31 11.8000 | 152.25 188.50 229.22 290.96 363.03 12.0500 | 438.20 522.11 616.36 704.01 786.60 12.3000 | 854.93 918.76 975.15 1000.07 1018.21 12.5500 | 1034.73 1029.02 1012.60 998.22 975.00 12.8000 | 940.95 907.36 873.78 827.98 783.75 13.0500 | 739.63 697.04 654.51 613.08 576.71 13.3000 | 544.32 511.98 482.73 458.14 433.99 13.5500 | 410.26 390.90 371.60 352.53 336.55 13.8000 | 321.41 306.30 292.93 280.88 268.90 14.0500 | 257.57 247.80 238.06 228.43 220.59 14.3000 | 212.83 205.12 198.55 192.35 186.19 14.5500 | 180.61 175.61 170.64 165.91 161.88 14.8000 | 157.87 153.88 150.63 147.41 144.19 15.0500 | 141.38 138.74 136.11 133.65 131.42 15.3000 | 129.20 127.01 125.01 123.00 121.00 15.5500 | 119.11 117.24 115.36 113.57 111.84 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.03 Name.... JUNC1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 110.11 108.48 107.02 105.55 104.10 16.0500 | 102.80 101.49 100.19 98.94 97.71 16.3000 | 96.48 95.31 94.18 93.05 91.97 16.5500 | 90.96 89.95 88.96 88.07 87.19 16.8000 | 86.32 85.53 84.77 84.00 83.29 17.0500 | 82.63 81.96 81.31 80.72 80.13 17.3000 | 79.53 78.99 78.45 77.91 77.39 17.5500 | 76.89 76.38 75.89 75.40 74.92 17.8000 | 74.44 73.98 73.51 73.05 72.59 18.0500 | 72.14 71.69 71.24 70.79 70.35 18.3000 | 69.90 69.46 69.02 68.58 68.15 18.5500 | 67.71 67.27 66.84 66.40 65.97 18.8000 | 65.53 65.10 64.66 64.23 63.80 19.0500 | 63.36 62.93 62.50 62.06 61.63 19.3000 | 61.19 60.76 60.33 59.89 59.46 19.5500 | 59.02 58.59 58.15 57.71 57.28 19.8000 | 56.84 56.41 55.97 55.53 55.10 20.0500 | 54.66 54.23 53.80 53.37 52.94 20.3000 | 52.53 52.13 51.72 51.35 50.98 20.5500 | 50.62 50.29 49.97 49.66 49.37 20.8000 | 49.11 48.85 48.60 48.38 48.16 21.0500 | 47.95 47.77 47.59 47.42 47.26 21.3000 | 47.11 46.96 46.82 46.69 46.55 21.5500 | 46.43 46.31 46.19 46.07 45.97 21.8000 | 45.86 45.75 45.65 45.55 45.45 22.0500 | 45.35 45.26 45.16 45.07 44.97 22.3000 | 44.88 44.79 44.70 44.61 44.52 22.5500 | 44.43 44.34 44.25 44.17 44.08 22.8000 | 43.99 43.91 43.82 43.74 43.65 23.0500 | 43.57 43.48 43.39 43.31 43.22 23.3000 | 43.14 43.05 42.97 42.88 42.80 23.5500 | 42.71 42.63 42.55 42.46 42.38 23.8000 | 42.29 42.21 42.12 42.04 41.90 24.0500 | 41.64 41.31 40.96 40.22 39.41 24.3000 | 38.48 37.19 35.64 34.10 32.39 24.5500 | 30.44 28.53 26.64 24.70 22.80 24.8000 | 20.95 19.24 17.57 15.93 14.46 25.0500 | 13.09 11.75 10.53 9.55 8.59 25.3000 | 7.65 6.97 6.30 5.64 5.12 25.5500 | 4.64 4.17 3.76 3.41 3.07 25.8000 | 2.75 2.50 2.26 2.01 1.83 26.0500 | 1.65 1.48 1.34 1.21 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.04 Name.... JUNC1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.05 Name.... JUNC1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC1 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADD 2 SUBAREA2 SUBAREA2 25-yr ADD 1 SUBAREA1 SUBAREA1 25-yr ========================================================================== INFLOWS TO: JUNC1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA2 25-yr 1483778 12.3500 266.16 SUBAREA1 25-yr 8025762 12.6000 997.04 TOTAL FLOW INTO: JUNC1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC1 25-yr 9509534 12.5500 1202.53 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.06 Name.... JUNC1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC1 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1202.53 cfs Time to Peak = 12.5500 hrs HYG Volume = 9509534 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 .12 8.0500 | .18 .24 .31 .43 .55 8.3000 | .69 .86 1.06 1.27 1.51 8.5500 | 1.80 2.09 2.39 2.77 3.15 8.8000 | 3.53 3.97 4.44 4.91 5.41 9.0500 | 5.96 6.51 7.08 7.70 8.33 9.3000 | 8.96 9.64 10.32 11.00 11.71 9.5500 | 12.43 13.15 13.88 14.63 15.39 9.8000 | 16.15 16.96 17.77 18.60 19.49 10.0500 | 20.41 21.33 22.34 23.40 24.47 10.3000 | 25.61 26.86 28.12 29.42 30.90 10.5500 | 32.41 33.91 35.65 37.44 39.26 10.8000 | 41.25 43.41 45.58 47.91 50.50 11.0500 | 53.15 55.84 59.06 62.32 65.65 11.3000 | 69.58 73.76 78.00 83.12 89.11 11.5500 | 95.36 103.61 116.95 131.72 148.26 11.8000 | 187.03 229.68 277.48 349.55 433.45 12.0500 | 520.86 618.01 726.80 827.83 922.80 12.3000 | 1000.74 1073.46 1137.60 1165.04 1184.71 12.5500 | 1202.53 1194.73 1174.59 1156.87 1128.99 12.8000 | 1088.70 1048.95 1009.26 955.69 903.95 13.0500 | 852.35 802.78 753.32 705.15 662.91 13.3000 | 625.34 587.83 553.91 525.42 497.43 13.5500 | 469.94 447.54 425.20 403.13 384.67 13.8000 | 367.17 349.72 334.29 320.38 306.56 14.0500 | 293.50 282.24 271.03 259.93 250.92 14.3000 | 241.99 233.14 225.59 218.47 211.39 14.5500 | 204.99 199.26 193.56 188.13 183.51 14.8000 | 178.92 174.34 170.62 166.93 163.25 15.0500 | 160.03 157.01 154.00 151.19 148.64 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.07 Name.... JUNC1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 146.09 143.59 141.30 139.01 136.72 15.5500 | 134.57 132.42 130.28 128.24 126.27 15.8000 | 124.29 122.44 120.78 119.11 117.47 16.0500 | 115.99 114.51 113.03 111.62 110.22 16.3000 | 108.83 107.50 106.22 104.94 103.71 16.5500 | 102.56 101.42 100.30 99.30 98.30 16.8000 | 97.31 96.42 95.55 94.69 93.88 17.0500 | 93.12 92.37 91.63 90.96 90.29 17.3000 | 89.62 89.00 88.39 87.77 87.19 17.5500 | 86.61 86.04 85.48 84.93 84.39 17.8000 | 83.84 83.32 82.79 82.26 81.75 18.0500 | 81.23 80.72 80.21 79.71 79.20 18.3000 | 78.70 78.20 77.70 77.21 76.71 18.5500 | 76.22 75.72 75.23 74.74 74.25 18.8000 | 73.75 73.26 72.77 72.28 71.79 19.0500 | 71.30 70.81 70.32 69.83 69.34 19.3000 | 68.85 68.36 67.87 67.38 66.89 19.5500 | 66.40 65.90 65.41 64.92 64.43 19.8000 | 63.93 63.44 62.95 62.46 61.96 20.0500 | 61.47 60.98 60.50 60.01 59.53 20.3000 | 59.07 58.61 58.15 57.74 57.32 20.5500 | 56.91 56.54 56.18 55.83 55.50 20.8000 | 55.21 54.91 54.63 54.38 54.14 21.0500 | 53.90 53.70 53.50 53.30 53.12 21.3000 | 52.95 52.78 52.62 52.47 52.32 21.5500 | 52.17 52.04 51.91 51.78 51.65 21.8000 | 51.53 51.41 51.29 51.18 51.07 22.0500 | 50.96 50.85 50.74 50.63 50.53 22.3000 | 50.42 50.32 50.21 50.11 50.01 22.5500 | 49.91 49.81 49.71 49.61 49.51 22.8000 | 49.42 49.32 49.22 49.12 49.03 23.0500 | 48.93 48.83 48.74 48.64 48.54 23.3000 | 48.45 48.35 48.25 48.16 48.06 23.5500 | 47.96 47.87 47.77 47.68 47.58 23.8000 | 47.49 47.39 47.29 47.20 47.05 24.0500 | 46.75 46.38 45.99 45.15 44.24 24.3000 | 43.20 41.75 40.01 38.28 36.36 24.5500 | 34.17 32.02 29.90 27.72 25.59 24.8000 | 23.52 21.59 19.72 17.88 16.23 25.0500 | 14.70 13.18 11.82 10.72 9.64 25.3000 | 8.58 7.82 7.07 6.32 5.75 25.5500 | 5.21 4.68 4.22 3.83 3.44 25.8000 | 3.09 2.81 2.53 2.26 2.06 26.0500 | 1.86 1.66 1.50 1.36 1.21 26.3000 | 1.09 .99 .89 .79 .72 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.08 Name.... JUNC1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.09 Name.... JUNC1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC1 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADD 2 SUBAREA2 SUBAREA2 100-yr ADD 1 SUBAREA1 SUBAREA1 100-yr ========================================================================== INFLOWS TO: JUNC1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA2 100-yr 2033274 12.3500 365.97 SUBAREA1 100-yr 10941700 12.6000 1368.25 TOTAL FLOW INTO: JUNC1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC1 100-yr 12974970 12.5500 1650.42 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.10 Name.... JUNC1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC1 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1650.42 cfs Time to Peak = 12.5500 hrs HYG Volume = 12974970 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 .18 7.0500 | .25 .35 .45 .59 .76 7.3000 | .94 1.14 1.40 1.66 1.93 7.5500 | 2.25 2.59 2.92 3.30 3.69 7.8000 | 4.09 4.50 4.94 5.38 5.83 8.0500 | 6.30 6.78 7.26 7.77 8.29 8.3000 | 8.82 9.37 9.94 10.52 11.13 8.5500 | 11.77 12.43 13.09 13.84 14.59 8.8000 | 15.34 16.17 17.02 17.88 18.78 9.0500 | 19.74 20.70 21.69 22.73 23.78 9.3000 | 24.83 25.93 27.04 28.13 29.25 9.5500 | 30.36 31.47 32.59 33.72 34.86 9.8000 | 36.00 37.20 38.40 39.62 40.94 10.0500 | 42.30 43.67 45.17 46.74 48.34 10.3000 | 50.03 51.91 53.79 55.75 57.96 10.5500 | 60.23 62.49 65.10 67.78 70.51 10.8000 | 73.49 76.72 79.96 83.43 87.28 11.0500 | 91.21 95.20 99.96 104.76 109.69 11.3000 | 115.44 121.57 127.78 135.26 143.99 11.5500 | 153.11 165.08 184.31 205.59 229.41 11.8000 | 283.88 343.74 410.58 510.27 625.73 12.0500 | 745.77 878.11 1025.37 1161.76 1289.39 12.3000 | 1392.43 1488.33 1572.65 1606.34 1629.60 12.5500 | 1650.42 1636.69 1606.24 1579.28 1538.69 12.8000 | 1481.53 1425.11 1368.94 1294.54 1222.67 13.0500 | 1150.99 1082.79 1014.86 948.68 890.81 13.3000 | 839.44 788.15 741.80 702.93 664.74 13.5500 | 627.24 596.75 566.35 536.31 511.24 13.8000 | 487.51 463.84 442.93 424.11 405.41 14.0500 | 387.75 372.57 357.44 342.48 330.37 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.11 Name.... JUNC1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 318.37 306.47 296.34 286.79 277.30 14.5500 | 268.73 261.05 253.42 246.16 240.00 14.8000 | 233.86 227.74 222.77 217.86 212.94 15.0500 | 208.66 204.64 200.63 196.89 193.50 15.3000 | 190.11 186.79 183.74 180.70 177.66 15.5500 | 174.79 171.95 169.10 166.41 163.80 15.8000 | 161.20 158.75 156.57 154.39 152.24 16.0500 | 150.30 148.36 146.42 144.57 142.75 16.3000 | 140.93 139.20 137.51 135.85 134.24 16.5500 | 132.74 131.25 129.79 128.47 127.17 16.8000 | 125.88 124.71 123.58 122.45 121.39 17.0500 | 120.40 119.41 118.46 117.57 116.69 17.3000 | 115.82 115.01 114.21 113.41 112.64 17.5500 | 111.89 111.14 110.41 109.69 108.98 17.8000 | 108.27 107.58 106.89 106.20 105.53 18.0500 | 104.86 104.19 103.52 102.86 102.21 18.3000 | 101.55 100.90 100.25 99.60 98.96 18.5500 | 98.31 97.67 97.03 96.38 95.74 18.8000 | 95.10 94.46 93.82 93.18 92.55 19.0500 | 91.91 91.27 90.63 90.00 89.36 19.3000 | 88.72 88.09 87.45 86.81 86.17 19.5500 | 85.54 84.90 84.26 83.62 82.98 19.8000 | 82.34 81.70 81.06 80.43 79.79 20.0500 | 79.15 78.52 77.89 77.26 76.64 20.3000 | 76.04 75.45 74.85 74.31 73.77 20.5500 | 73.24 72.76 72.30 71.84 71.42 20.8000 | 71.03 70.65 70.28 69.97 69.65 21.0500 | 69.34 69.07 68.81 68.55 68.32 21.3000 | 68.10 67.87 67.66 67.47 67.28 21.5500 | 67.09 66.91 66.74 66.57 66.41 21.8000 | 66.25 66.09 65.94 65.79 65.64 22.0500 | 65.49 65.35 65.21 65.07 64.93 22.3000 | 64.80 64.66 64.52 64.39 64.26 22.5500 | 64.13 64.00 63.87 63.74 63.61 22.8000 | 63.48 63.35 63.22 63.10 62.97 23.0500 | 62.84 62.72 62.59 62.46 62.34 23.3000 | 62.21 62.08 61.96 61.83 61.71 23.5500 | 61.58 61.46 61.33 61.21 61.08 23.8000 | 60.96 60.83 60.71 60.58 60.38 24.0500 | 60.00 59.53 59.02 57.94 56.77 24.3000 | 55.44 53.57 51.34 49.11 46.65 24.5500 | 43.84 41.08 38.35 35.56 32.82 24.8000 | 30.17 27.69 25.30 22.94 20.81 25.0500 | 18.85 16.91 15.16 13.75 12.36 25.3000 | 11.01 10.03 9.07 8.11 7.37 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.12 Name.... JUNC1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 6.68 6.00 5.42 4.91 4.42 25.8000 | 3.96 3.60 3.25 2.90 2.64 26.0500 | 2.38 2.13 1.92 1.74 1.56 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: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.13 Name.... JUNC2 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC2 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 1 JUNC1 REACH 1 15-Yr ADD 3 SUBAREA3 SUBAREA3 15-Yr ========================================================================== INFLOWS TO: JUNC2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 1 15-Yr 8222427 12.6000 1025.78 SUBAREA3 15-Yr 466214 12.1500 115.14 TOTAL FLOW INTO: JUNC2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC2 15-Yr 8688653 12.6000 1063.25 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.14 Name.... JUNC2 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC2 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1063.25 cfs Time to Peak = 12.6000 hrs HYG Volume = 8688653 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 .00 .01 8.6000 | .01 .04 .08 .14 .22 8.8500 | .30 .40 .52 .66 .82 9.1000 | 1.00 1.20 1.43 1.68 1.96 9.3500 | 2.25 2.57 2.92 3.28 3.67 9.6000 | 4.08 4.62 5.43 6.19 6.91 9.8500 | 7.62 8.31 9.00 9.69 10.39 10.1000 | 11.11 11.84 12.59 13.38 14.21 10.3500 | 15.30 16.37 17.46 18.57 19.74 10.6000 | 20.95 22.23 23.58 25.01 26.51 10.8500 | 28.11 29.93 31.94 34.00 36.16 11.1000 | 38.40 40.78 43.35 46.07 49.03 11.3500 | 52.53 56.17 60.07 64.43 69.36 11.6000 | 75.31 83.72 95.01 109.50 132.03 11.8500 | 165.96 211.79 272.58 349.72 436.29 12.1000 | 526.70 618.76 707.72 788.63 858.94 12.3500 | 919.95 974.76 1015.68 1040.46 1056.93 12.6000 | 1063.25 1055.74 1041.03 1022.03 995.38 12.8500 | 963.08 929.43 891.15 848.34 804.44 13.1000 | 760.78 717.78 675.45 635.26 598.70 13.3500 | 564.75 532.72 503.92 477.49 452.89 13.6000 | 429.89 408.89 389.19 370.54 353.47 13.8500 | 337.78 322.74 308.82 295.95 283.86 14.1000 | 272.45 261.80 251.56 242.34 233.76 14.3500 | 225.54 217.81 210.70 204.14 198.00 14.6000 | 192.23 186.80 181.61 176.77 172.29 14.8500 | 168.00 164.16 160.58 157.13 153.84 15.1000 | 150.78 147.88 145.11 142.50 140.03 15.3500 | 137.65 135.36 133.17 131.09 129.09 15.6000 | 127.10 125.13 123.19 121.30 119.44 15.8500 | 117.63 115.89 114.25 112.65 111.11 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.15 Name.... JUNC2 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 16.1000 | 109.65 108.22 106.83 105.49 104.17 16.3500 | 102.89 101.65 100.44 99.33 98.24 16.6000 | 97.17 96.11 95.10 94.12 93.18 16.8500 | 92.27 91.40 90.57 89.76 88.99 17.1000 | 88.25 87.54 86.85 86.19 85.54 17.3500 | 84.92 84.32 83.73 83.16 82.60 17.6000 | 82.05 81.51 80.98 80.46 79.94 17.8500 | 79.43 78.93 78.43 77.94 77.45 18.1000 | 76.97 76.48 76.01 75.53 75.05 18.3500 | 74.58 74.11 73.64 73.17 72.72 18.6000 | 72.28 71.84 71.38 70.93 70.47 18.8500 | 70.01 69.55 69.08 68.62 68.16 19.1000 | 67.70 67.24 66.78 66.31 65.85 19.3500 | 65.39 64.93 64.47 64.00 63.54 19.6000 | 63.08 62.61 62.15 61.69 61.22 19.8500 | 60.76 60.29 59.83 59.36 58.90 20.1000 | 58.43 57.97 57.51 57.06 56.62 20.3500 | 56.18 55.76 55.34 54.94 54.55 20.6000 | 54.17 53.81 53.47 53.14 52.83 20.8500 | 52.53 52.25 51.99 51.74 51.50 21.1000 | 51.27 51.06 50.87 50.68 50.50 21.3500 | 50.33 50.17 50.01 49.86 49.72 21.6000 | 49.58 49.45 49.33 49.22 49.10 21.8500 | 48.99 48.88 48.77 48.66 48.55 22.1000 | 48.44 48.34 48.24 48.14 48.04 22.3500 | 47.94 47.84 47.74 47.64 47.55 22.6000 | 47.45 47.36 47.27 47.17 47.08 22.8500 | 46.99 46.90 46.80 46.71 46.62 23.1000 | 46.53 46.44 46.35 46.26 46.17 23.3500 | 46.08 45.99 45.89 45.80 45.71 23.6000 | 45.62 45.53 45.44 45.35 45.26 23.8500 | 45.17 45.08 44.99 44.89 44.71 24.1000 | 44.43 43.99 43.34 42.51 41.55 24.3500 | 40.45 39.18 37.79 36.30 34.69 24.6000 | 32.96 31.17 29.33 27.57 25.92 24.8500 | 24.22 22.53 20.85 19.20 17.62 25.1000 | 16.11 14.66 13.49 12.48 11.49 25.3500 | 10.54 9.65 8.81 8.03 7.31 25.6000 | 6.65 6.04 5.48 4.97 4.50 25.8500 | 4.22 3.99 3.76 3.54 3.32 26.1000 | 3.11 2.90 2.70 2.51 2.33 26.3500 | 2.16 2.00 1.84 1.70 1.57 26.6000 | 1.44 1.33 1.22 1.12 1.02 26.8500 | .94 .86 .78 .71 .65 27.1000 | .59 .54 .49 .44 .40 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.16 Name.... JUNC2 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 27.3500 | .36 .33 .30 .27 .24 27.6000 | .21 .19 .17 .15 .13 27.8500 | .12 .10 .09 .08 .07 28.1000 | .06 .05 .05 .04 .04 28.3500 | .03 .03 .02 .02 .02 28.6000 | .02 .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 .01 .01 .01 .01 30.3500 | .01 .01 .01 .01 .01 30.6000 | .01 .01 .01 .01 .01 30.8500 | .01 .01 .01 .01 .01 31.1000 | .01 .01 .01 .01 .01 31.3500 | .01 .01 .01 .01 .01 31.6000 | .00 .00 .00 .00 .00 31.8500 | .00 .00 .00 .00 .00 32.1000 | .00 .00 .00 .00 .00 32.3500 | .00 .00 .00 .00 .00 32.6000 | .00 .00 .00 .00 .00 32.8500 | .00 .00 .00 .00 .00 33.1000 | .00 .00 .00 .00 .00 33.3500 | .00 .00 .00 .00 .00 33.6000 | .00 .00 .00 .00 .00 33.8500 | .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.17 Name.... JUNC2 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC2 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 1 JUNC1 REACH 1 25-yr ADD 3 SUBAREA3 SUBAREA3 25-yr ========================================================================== INFLOWS TO: JUNC2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 1 25-yr 9509498 12.6000 1193.08 SUBAREA3 25-yr 553124 12.1500 138.22 TOTAL FLOW INTO: JUNC2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC2 25-yr 10062620 12.6000 1237.09 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.18 Name.... JUNC2 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC2 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1237.09 cfs Time to Peak = 12.6000 hrs HYG Volume = 10062620 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.8500 | .00 .00 .00 .00 .00 8.1000 | .01 .02 .06 .11 .18 8.3500 | .25 .34 .44 .55 .69 8.6000 | .84 1.01 1.21 1.42 1.65 8.8500 | 1.91 2.19 2.49 2.82 3.17 9.1000 | 3.54 3.94 4.36 5.18 5.97 9.3500 | 6.73 7.47 8.19 8.91 9.63 9.6000 | 10.35 11.07 11.80 12.53 13.26 9.8500 | 14.01 14.97 15.91 16.84 17.78 10.1000 | 18.72 19.69 20.70 21.75 22.83 10.3500 | 23.98 25.18 26.44 27.77 29.21 10.6000 | 30.89 32.59 34.37 36.20 38.11 10.8500 | 40.14 42.28 44.52 46.91 49.55 11.1000 | 52.46 55.49 58.72 62.11 65.75 11.3500 | 69.71 74.01 78.94 84.37 90.48 11.6000 | 97.71 107.78 121.86 139.65 167.07 11.8500 | 208.18 263.22 335.59 426.70 528.40 12.1000 | 633.57 739.79 842.39 934.57 1013.90 12.3500 | 1082.18 1143.26 1188.64 1214.45 1231.72 12.6000 | 1237.09 1226.34 1207.54 1184.07 1152.18 12.8500 | 1113.55 1073.08 1028.30 977.60 926.32 13.1000 | 875.01 825.17 775.66 729.20 686.65 13.3500 | 647.47 610.30 577.04 546.53 518.07 13.6000 | 491.47 467.36 444.50 422.93 403.48 13.8500 | 385.22 367.81 351.85 337.24 323.12 14.1000 | 309.92 297.76 286.29 275.45 265.49 14.3500 | 256.02 247.31 239.37 231.79 224.58 14.6000 | 217.89 211.64 205.79 200.42 195.38 14.8500 | 190.52 185.95 181.76 177.77 173.99 15.1000 | 170.49 167.24 164.19 161.27 158.49 15.3500 | 155.78 153.18 150.68 148.24 145.86 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.19 Name.... JUNC2 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 15.6000 | 143.54 141.26 139.03 136.86 134.75 15.8500 | 132.68 130.80 128.99 127.21 125.48 16.1000 | 123.83 122.22 120.65 119.12 117.63 16.3500 | 116.17 114.76 113.39 112.06 110.77 16.6000 | 109.53 108.33 107.17 106.07 105.00 16.8500 | 103.97 102.99 102.05 101.14 100.30 17.1000 | 99.51 98.72 97.95 97.21 96.49 17.3500 | 95.79 95.11 94.44 93.79 93.15 17.6000 | 92.53 91.92 91.32 90.72 90.14 17.8500 | 89.56 88.99 88.43 87.87 87.31 18.1000 | 86.76 86.21 85.67 85.13 84.59 18.3500 | 84.06 83.52 82.99 82.46 81.93 18.6000 | 81.41 80.88 80.35 79.83 79.30 18.8500 | 78.78 78.25 77.73 77.21 76.68 19.1000 | 76.16 75.64 75.11 74.59 74.07 19.3500 | 73.55 73.02 72.53 72.03 71.53 19.6000 | 71.01 70.49 69.97 69.45 68.93 19.8500 | 68.40 67.88 67.35 66.83 66.30 20.1000 | 65.78 65.26 64.74 64.23 63.73 20.3500 | 63.24 62.76 62.29 61.84 61.40 20.6000 | 60.97 60.57 60.18 59.81 59.45 20.8500 | 59.12 58.80 58.50 58.22 57.95 21.1000 | 57.70 57.46 57.23 57.02 56.82 21.3500 | 56.63 56.44 56.27 56.10 55.94 21.6000 | 55.78 55.63 55.49 55.35 55.21 21.8500 | 55.08 54.95 54.82 54.70 54.58 22.1000 | 54.46 54.34 54.22 54.11 53.99 22.3500 | 53.88 53.77 53.66 53.55 53.44 22.6000 | 53.33 53.23 53.12 53.02 52.91 22.8500 | 52.81 52.70 52.60 52.49 52.39 23.1000 | 52.29 52.18 52.08 51.98 51.87 23.3500 | 51.77 51.67 51.57 51.46 51.36 23.6000 | 51.26 51.16 51.05 50.95 50.85 23.8500 | 50.75 50.65 50.54 50.42 50.22 24.1000 | 49.88 49.37 48.64 47.72 46.64 24.3500 | 45.41 43.99 42.43 40.76 38.95 24.6000 | 37.00 34.99 32.92 30.82 28.71 24.8500 | 26.86 25.06 23.24 21.44 19.70 25.1000 | 18.02 16.41 14.91 13.66 12.62 25.3500 | 11.62 10.67 9.76 8.92 8.13 25.6000 | 7.41 6.73 6.12 5.55 5.03 25.8500 | 4.56 4.24 4.02 3.79 3.57 26.1000 | 3.35 3.13 2.92 2.72 2.53 26.3500 | 2.35 2.18 2.01 1.86 1.72 26.6000 | 1.58 1.46 1.34 1.23 1.13 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.20 Name.... JUNC2 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 26.8500 | 1.03 .94 .86 .79 .72 27.1000 | .65 .60 .54 .49 .45 27.3500 | .40 .36 .33 .30 .27 27.6000 | .24 .21 .19 .17 .15 27.8500 | .13 .12 .10 .09 .08 28.1000 | .07 .06 .05 .05 .04 28.3500 | .04 .03 .03 .02 .02 28.6000 | .02 .02 .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 .01 .01 .01 .01 30.3500 | .01 .01 .01 .01 .01 30.6000 | .01 .01 .01 .01 .01 30.8500 | .01 .01 .01 .01 .01 31.1000 | .01 .01 .01 .01 .01 31.3500 | .01 .01 .01 .01 .01 31.6000 | .00 .00 .00 .00 .00 31.8500 | .00 .00 .00 .00 .00 32.1000 | .00 .00 .00 .00 .00 32.3500 | .00 .00 .00 .00 .00 32.6000 | .00 .00 .00 .00 .00 32.8500 | .00 .00 .00 .00 .00 33.1000 | .00 .00 .00 .00 .00 33.3500 | .00 .00 .00 .00 .00 33.6000 | .00 .00 .00 .00 .00 33.8500 | .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.21 Name.... JUNC2 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC2 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- REACH 1 JUNC1 REACH 1 100-yr ADD 3 SUBAREA3 SUBAREA3 100-yr ========================================================================== INFLOWS TO: JUNC2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 1 100-yr 12974930 12.6000 1638.97 SUBAREA3 100-yr 793217 12.1500 201.41 TOTAL FLOW INTO: JUNC2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC2 100-yr 13768150 12.6000 1700.57 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.22 Name.... JUNC2 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC2 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1700.57 cfs Time to Peak = 12.6000 hrs HYG Volume = 13768150 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.8000 | .00 .00 .00 .00 .00 7.0500 | .01 .02 .07 .12 .19 7.3000 | .27 .37 .48 .60 .75 7.5500 | .91 1.10 1.30 1.52 1.76 7.8000 | 2.02 2.30 2.60 2.91 3.24 8.0500 | 3.58 3.94 4.32 5.00 5.69 8.3000 | 6.34 6.97 7.58 8.18 8.78 8.5500 | 9.39 10.01 10.64 11.28 11.95 8.8000 | 12.63 13.34 14.09 15.06 16.03 9.0500 | 17.00 17.97 18.97 19.98 21.03 9.3000 | 22.09 23.18 24.29 25.42 26.55 9.5500 | 27.70 28.87 30.21 31.50 32.76 9.8000 | 34.01 35.26 36.53 37.81 39.13 10.0500 | 40.49 41.89 43.34 44.86 46.46 10.3000 | 48.12 50.02 52.01 54.04 56.15 10.5500 | 58.39 60.71 63.16 65.77 68.51 10.8000 | 71.40 74.62 78.06 81.60 85.33 11.0500 | 89.28 93.40 97.80 102.64 107.96 11.3000 | 113.57 119.63 126.08 133.07 141.23 11.5500 | 150.54 161.56 176.66 198.12 225.12 11.8000 | 266.20 327.20 407.32 510.96 640.34 12.0500 | 782.04 926.72 1071.05 1208.21 1329.62 12.3000 | 1432.48 1519.32 1597.00 1652.30 1681.03 12.5500 | 1698.45 1700.57 1680.99 1651.16 1615.50 12.8000 | 1568.01 1512.40 1454.85 1390.92 1320.00 13.0500 | 1248.19 1177.14 1108.28 1040.44 976.33 13.3000 | 918.79 865.05 814.81 769.33 728.36 13.5500 | 689.25 653.49 620.68 589.82 560.66 13.8000 | 534.39 509.68 486.15 464.89 445.01 14.0500 | 425.90 408.32 392.17 376.48 361.83 14.3000 | 348.72 336.27 324.49 313.66 303.46 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.23 Name.... JUNC2 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 14.5500 | 294.10 285.32 277.05 269.15 261.79 14.8000 | 255.00 248.70 242.73 237.22 231.94 15.0500 | 226.95 222.32 217.93 213.74 209.81 15.3000 | 206.23 202.70 199.28 195.98 192.75 15.5500 | 189.60 186.53 183.51 180.56 177.70 15.8000 | 174.90 172.17 169.59 167.24 164.92 16.0500 | 162.67 160.52 158.41 156.36 154.37 16.3000 | 152.42 150.52 148.68 146.89 145.15 16.5500 | 143.47 141.86 140.28 138.77 137.34 16.8000 | 135.94 134.61 133.33 132.17 131.02 17.0500 | 129.90 128.82 127.77 126.76 125.79 17.3000 | 124.84 123.92 123.03 122.16 121.31 17.5500 | 120.48 119.66 118.86 118.08 117.30 17.8000 | 116.54 115.78 115.04 114.30 113.57 18.0500 | 112.84 112.12 111.41 110.70 109.99 18.3000 | 109.29 108.59 107.89 107.20 106.50 18.5500 | 105.81 105.12 104.43 103.75 103.06 18.8000 | 102.38 101.69 101.01 100.37 99.71 19.0500 | 99.04 98.36 97.69 97.01 96.33 19.3000 | 95.65 94.97 94.29 93.61 92.93 19.5500 | 92.24 91.56 90.88 90.20 89.52 19.8000 | 88.83 88.15 87.47 86.78 86.10 20.0500 | 85.42 84.74 84.06 83.39 82.73 20.3000 | 82.08 81.44 80.82 80.21 79.63 20.5500 | 79.06 78.51 77.99 77.49 77.01 20.8000 | 76.56 76.13 75.72 75.34 74.98 21.0500 | 74.63 74.30 74.00 73.71 73.43 21.3000 | 73.19 72.95 72.72 72.50 72.29 21.5500 | 72.08 71.88 71.68 71.49 71.31 21.8000 | 71.13 70.96 70.79 70.62 70.46 22.0500 | 70.30 70.14 69.99 69.83 69.68 22.3000 | 69.53 69.39 69.24 69.10 68.95 22.5500 | 68.81 68.67 68.53 68.39 68.25 22.8000 | 68.11 67.98 67.84 67.70 67.57 23.0500 | 67.43 67.29 67.16 67.02 66.89 23.3000 | 66.75 66.62 66.48 66.35 66.21 23.5500 | 66.08 65.95 65.81 65.68 65.55 23.8000 | 65.41 65.28 65.14 65.01 64.85 24.0500 | 64.59 64.15 63.48 62.50 61.24 24.3000 | 59.77 58.11 56.19 54.10 51.88 24.5500 | 49.48 46.91 44.51 41.98 39.37 24.8000 | 36.72 34.10 31.54 29.04 26.85 25.0500 | 24.80 22.79 20.82 18.96 17.24 25.3000 | 15.62 14.14 13.09 12.06 11.08 25.5500 | 10.16 9.29 8.47 7.72 7.03 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.24 Name.... JUNC2 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 25.8000 | 6.38 5.79 5.25 4.75 4.34 26.0500 | 4.11 3.89 3.66 3.44 3.22 26.3000 | 3.01 2.80 2.61 2.42 2.24 26.5500 | 2.08 1.92 1.77 1.63 1.50 26.8000 | 1.38 1.27 1.16 1.06 .97 27.0500 | .89 .81 .74 .67 .61 27.3000 | .55 .50 .45 .41 .37 27.5500 | .33 .30 .26 .24 .21 27.8000 | .19 .16 .14 .13 .11 28.0500 | .10 .09 .08 .07 .06 28.3000 | .05 .04 .04 .03 .03 28.5500 | .03 .02 .02 .02 .02 28.8000 | .01 .01 .01 .01 .01 29.0500 | .01 .01 .01 .01 .01 29.3000 | .01 .01 .01 .01 .01 29.5500 | .01 .01 .01 .01 .01 29.8000 | .01 .01 .01 .01 .01 30.0500 | .01 .01 .01 .01 .01 30.3000 | .01 .01 .01 .01 .01 30.5500 | .01 .01 .01 .01 .01 30.8000 | .01 .01 .01 .01 .01 31.0500 | .01 .01 .01 .01 .01 31.3000 | .01 .01 .01 .01 .01 31.5500 | .01 .01 .01 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.0500 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.5500 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.0500 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.5500 | .00 .00 .00 .00 .00 33.8000 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.25 Name.... JUNC3 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC3 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADD 4 SUBAREA4 SUBAREA4 15-Yr REACH 2 JUNC2 REACH 2 15-Yr ========================================================================== INFLOWS TO: JUNC3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA4 15-Yr 998188 12.4000 157.79 REACH 2 15-Yr 8688581 12.7000 1040.55 TOTAL FLOW INTO: JUNC3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC3 15-Yr 9686770 12.6500 1167.60 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.26 Name.... JUNC3 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC3 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1167.60 cfs Time to Peak = 12.6500 hrs HYG Volume = 9686770 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.7000 | .00 .00 .00 .00 .01 8.9500 | .01 .01 .05 .09 .15 9.2000 | .21 .27 .35 .44 .54 9.4500 | .65 .78 .92 1.07 1.24 9.7000 | 1.43 1.66 1.91 2.20 2.69 9.9500 | 3.30 3.94 4.58 5.25 5.93 10.2000 | 6.64 7.36 8.25 9.25 10.28 10.4500 | 11.35 12.43 13.56 14.71 15.96 10.7000 | 17.41 18.88 20.39 21.94 23.58 10.9500 | 25.29 27.27 29.38 31.60 33.89 11.2000 | 36.30 38.88 41.78 44.89 48.19 11.4500 | 51.78 55.75 60.34 65.41 71.57 11.7000 | 79.88 90.05 105.88 126.30 158.41 11.9500 | 200.70 258.59 332.41 419.58 518.03 12.2000 | 622.96 725.15 824.79 911.33 988.85 12.4500 | 1053.29 1102.76 1138.20 1158.94 1167.60 12.7000 | 1163.20 1149.57 1129.16 1101.71 1069.56 12.9500 | 1033.92 994.20 951.91 907.21 862.50 13.2000 | 817.38 773.22 730.56 690.36 652.49 13.4500 | 616.86 584.05 553.51 525.23 498.99 13.7000 | 474.62 451.89 430.68 410.99 392.59 13.9500 | 375.46 359.32 344.45 330.34 317.24 14.2000 | 304.87 293.15 282.40 272.21 262.58 14.4500 | 253.62 245.26 237.37 229.98 223.21 14.7000 | 216.79 210.74 205.02 199.70 194.77 14.9500 | 190.14 185.77 181.63 177.71 174.05 15.2000 | 170.65 167.39 164.29 161.32 158.49 15.4500 | 155.77 153.17 150.68 148.36 146.10 15.7000 | 143.87 141.68 139.54 137.43 135.37 15.9500 | 133.37 131.42 129.54 127.71 126.01 16.2000 | 124.35 122.73 121.15 119.60 118.10 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.27 Name.... JUNC3 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 | 116.64 115.23 113.87 112.56 111.29 16.7000 | 110.06 108.87 107.72 106.61 105.57 16.9500 | 104.58 103.61 102.67 101.76 100.88 17.2000 | 100.03 99.20 98.41 97.64 96.89 17.4500 | 96.17 95.46 94.78 94.11 93.46 17.7000 | 92.83 92.20 91.59 90.99 90.40 17.9500 | 89.81 89.24 88.67 88.11 87.55 18.2000 | 87.00 86.46 85.94 85.42 84.90 18.4500 | 84.37 83.85 83.33 82.81 82.29 18.7000 | 81.78 81.27 80.76 80.24 79.73 18.9500 | 79.21 78.70 78.18 77.66 77.14 19.2000 | 76.63 76.11 75.59 75.07 74.55 19.4500 | 74.03 73.51 72.99 72.47 71.95 19.7000 | 71.43 70.91 70.39 69.87 69.35 19.9500 | 68.82 68.32 67.82 67.32 66.81 20.2000 | 66.31 65.80 65.30 64.80 64.31 20.4500 | 63.82 63.34 62.88 62.43 61.99 20.7000 | 61.56 61.15 60.76 60.38 60.02 20.9500 | 59.67 59.34 59.02 58.72 58.44 21.2000 | 58.17 57.91 57.66 57.43 57.21 21.4500 | 57.00 56.80 56.61 56.43 56.26 21.7000 | 56.09 55.93 55.78 55.63 55.49 21.9500 | 55.35 55.22 55.09 54.96 54.84 22.2000 | 54.71 54.59 54.47 54.36 54.24 22.4500 | 54.13 54.02 53.90 53.79 53.68 22.7000 | 53.58 53.47 53.36 53.26 53.15 22.9500 | 53.05 52.94 52.84 52.74 52.64 23.2000 | 52.54 52.45 52.35 52.25 52.14 23.4500 | 52.04 51.94 51.84 51.74 51.64 23.7000 | 51.54 51.44 51.34 51.24 51.14 23.9500 | 51.03 50.91 50.78 50.58 50.32 24.2000 | 49.92 49.40 48.72 47.86 46.87 24.4500 | 45.70 44.40 42.99 41.46 39.83 24.7000 | 38.12 36.36 34.72 33.05 31.39 24.9500 | 29.70 28.03 26.35 24.69 23.18 25.2000 | 21.75 20.39 19.07 17.81 16.60 25.4500 | 15.45 14.39 13.50 12.64 11.80 25.7000 | 11.01 10.24 9.51 8.83 8.21 25.9500 | 7.63 7.16 6.79 6.43 6.09 26.2000 | 5.76 5.45 5.14 4.85 4.58 26.4500 | 4.31 4.06 3.82 3.59 3.37 26.7000 | 3.16 2.96 2.77 2.60 2.43 26.9500 | 2.27 2.19 2.12 2.04 1.97 27.2000 | 1.89 1.82 1.75 1.68 1.61 27.4500 | 1.54 1.48 1.42 1.36 1.30 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.28 Name.... JUNC3 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 27.7000 | 1.24 1.19 1.13 1.08 1.03 27.9500 | .99 .94 .90 .85 .81 28.2000 | .77 .74 .70 .67 .64 28.4500 | .60 .57 .55 .52 .49 28.7000 | .47 .45 .42 .40 .38 28.9500 | .36 .35 .33 .31 .30 29.2000 | .28 .27 .26 .24 .23 29.4500 | .22 .21 .20 .19 .18 29.7000 | .17 .16 .15 .15 .14 29.9500 | .13 .13 .12 .11 .11 30.2000 | .10 .10 .09 .09 .09 30.4500 | .08 .08 .07 .07 .07 30.7000 | .06 .06 .06 .06 .05 30.9500 | .05 .05 .05 .04 .04 31.2000 | .04 .04 .04 .04 .03 31.4500 | .03 .03 .03 .03 .03 31.7000 | .03 .03 .02 .02 .02 31.9500 | .02 .02 .02 .02 .02 32.2000 | .02 .02 .02 .02 .01 32.4500 | .01 .01 .01 .01 .01 32.7000 | .01 .01 .01 .01 .01 32.9500 | .01 .01 .01 .01 .01 33.2000 | .01 .01 .01 .01 .01 33.4500 | .01 .01 .01 .01 .01 33.7000 | .01 .01 .01 .01 .01 33.9500 | .01 .01 .01 .01 .01 34.2000 | .01 .01 .01 .01 .01 34.4500 | .01 .01 .01 .01 .01 34.7000 | .01 .01 .01 .01 .01 34.9500 | .01 .01 .01 .01 .01 35.2000 | .01 .01 .01 .01 .01 35.4500 | .01 .01 .01 .01 .01 35.7000 | .01 .01 .01 .01 .01 35.9500 | .01 .01 .01 .01 .01 36.2000 | .01 .01 .01 .01 .01 36.4500 | .01 .01 .01 .01 .01 36.7000 | .01 .01 .01 .01 .01 36.9500 | .01 .01 .01 .01 .01 37.2000 | .01 .01 .01 .01 .01 37.4500 | .01 .01 .01 .01 .01 37.7000 | .01 .01 .01 .01 .01 37.9500 | .01 .01 .01 .01 .01 38.2000 | .01 .01 .01 .01 .01 38.4500 | .01 .01 .01 .01 .01 38.7000 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.29 Name.... JUNC3 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 38.9500 | .01 .01 .01 .01 .01 39.2000 | .01 .01 .01 .01 .01 39.4500 | .01 .01 .01 .01 .01 39.7000 | .01 .01 .01 .01 .01 39.9500 | .01 .01 .01 .01 .01 40.2000 | .01 .01 .00 .00 .00 40.4500 | .00 .00 .00 .00 .00 40.7000 | .00 .00 .00 .00 .00 40.9500 | .00 .00 .00 .00 .00 41.2000 | .00 .00 .00 .00 .00 41.4500 | .00 .00 .00 .00 .00 41.7000 | .00 .00 .00 .00 .00 41.9500 | .00 .00 .00 .00 .00 42.2000 | .00 .00 .00 .00 .00 42.4500 | .00 .00 .00 .00 .00 42.7000 | .00 .00 .00 .00 .00 42.9500 | .00 .00 .00 .00 .00 43.2000 | .00 .00 .00 .00 .00 43.4500 | .00 .00 .00 .00 .00 43.7000 | .00 .00 .00 .00 .00 43.9500 | .00 .00 .00 .00 .00 44.2000 | .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.30 Name.... JUNC3 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC3 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADD 4 SUBAREA4 SUBAREA4 25-yr REACH 2 JUNC2 REACH 2 25-yr ========================================================================== INFLOWS TO: JUNC3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA4 25-yr 1173276 12.4000 187.42 REACH 2 25-yr 10062550 12.7000 1212.60 TOTAL FLOW INTO: JUNC3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC3 25-yr 11235830 12.6500 1365.53 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.31 Name.... JUNC3 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC3 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1365.53 cfs Time to Peak = 12.6500 hrs HYG Volume = 11235830 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 .00 .00 .01 8.4500 | .01 .01 .03 .06 .11 8.7000 | .16 .22 .29 .36 .45 8.9500 | .54 .65 .77 .90 1.05 9.2000 | 1.21 1.39 1.61 1.86 2.13 9.4500 | 2.56 3.18 3.81 4.46 5.14 9.7000 | 5.82 6.52 7.23 8.07 9.04 9.9500 | 10.02 11.02 12.02 13.04 14.06 10.2000 | 15.11 16.29 17.55 18.81 20.08 10.4500 | 21.39 22.72 24.11 25.55 27.24 10.7000 | 29.00 30.82 32.71 34.66 36.72 10.9500 | 38.90 41.34 43.86 46.53 49.36 11.2000 | 52.35 55.72 59.26 63.05 67.04 11.4500 | 71.51 76.48 82.08 88.32 96.18 11.7000 | 106.36 119.20 138.79 164.37 204.05 11.9500 | 256.29 326.83 416.06 520.37 637.00 12.2000 | 759.98 878.43 992.68 1090.42 1177.27 12.4500 | 1248.45 1301.80 1338.80 1359.11 1365.53 12.7000 | 1356.87 1337.94 1311.54 1277.28 1238.04 12.9500 | 1194.75 1147.28 1096.80 1043.85 991.17 13.2000 | 938.19 886.55 836.86 789.98 746.13 13.4500 | 704.98 667.04 631.70 599.27 568.92 13.7000 | 540.93 514.77 490.34 467.81 446.57 13.9500 | 426.94 408.46 391.38 375.25 360.11 14.2000 | 346.05 332.71 320.29 308.62 297.61 14.4500 | 287.40 277.91 268.91 260.46 252.69 14.7000 | 245.34 238.46 231.99 226.06 220.43 14.9500 | 215.12 210.09 205.33 200.90 196.79 15.2000 | 192.89 189.19 185.68 182.33 179.13 15.4500 | 176.07 173.20 170.41 167.69 165.04 15.7000 | 162.45 159.92 157.44 155.02 152.67 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.32 Name.... JUNC3 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 15.9500 | 150.45 148.33 146.27 144.25 142.29 16.2000 | 140.38 138.52 136.72 134.96 133.26 16.4500 | 131.60 129.99 128.43 126.96 125.55 16.7000 | 124.17 122.83 121.54 120.28 119.07 16.9500 | 117.91 116.79 115.71 114.68 113.69 17.2000 | 112.74 111.82 110.93 110.07 109.23 17.4500 | 108.42 107.63 106.86 106.14 105.43 17.7000 | 104.73 104.04 103.36 102.69 102.02 17.9500 | 101.36 100.71 100.07 99.44 98.80 18.2000 | 98.18 97.56 96.94 96.33 95.72 18.4500 | 95.11 94.51 93.91 93.31 92.71 18.7000 | 92.11 91.52 90.92 90.33 89.74 18.9500 | 89.15 88.56 87.97 87.38 86.79 19.2000 | 86.23 85.66 85.09 84.51 83.93 19.4500 | 83.35 82.78 82.21 81.63 81.06 19.7000 | 80.48 79.90 79.32 78.73 78.15 19.9500 | 77.56 76.97 76.38 75.80 75.21 20.2000 | 74.62 74.04 73.46 72.89 72.33 20.4500 | 71.78 71.24 70.71 70.20 69.71 20.7000 | 69.23 68.77 68.35 67.94 67.55 20.9500 | 67.17 66.81 66.46 66.13 65.81 21.2000 | 65.51 65.22 64.95 64.69 64.44 21.4500 | 64.20 63.98 63.76 63.56 63.36 21.7000 | 63.17 62.99 62.81 62.64 62.48 21.9500 | 62.32 62.16 62.01 61.87 61.72 22.2000 | 61.58 61.44 61.31 61.17 61.04 22.4500 | 60.91 60.79 60.66 60.53 60.41 22.7000 | 60.29 60.16 60.04 59.92 59.80 22.9500 | 59.68 59.56 59.45 59.33 59.21 23.2000 | 59.09 58.98 58.86 58.74 58.63 23.4500 | 58.51 58.40 58.28 58.17 58.05 23.7000 | 57.94 57.82 57.70 57.59 57.47 23.9500 | 57.36 57.22 57.07 56.83 56.53 24.2000 | 56.06 55.45 54.66 53.66 52.50 24.4500 | 51.17 49.75 48.19 46.48 44.68 24.7000 | 42.76 40.78 38.75 36.69 34.79 24.9500 | 32.93 31.10 29.26 27.45 25.66 25.2000 | 23.91 22.41 20.96 19.58 18.26 25.4500 | 17.00 15.80 14.66 13.74 12.85 25.7000 | 12.01 11.19 10.41 9.67 8.97 25.9500 | 8.33 7.74 7.23 6.86 6.49 26.2000 | 6.15 5.82 5.50 5.19 4.90 26.4500 | 4.62 4.35 4.10 3.85 3.62 26.7000 | 3.40 3.19 2.99 2.80 2.62 26.9500 | 2.45 2.29 2.20 2.13 2.05 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.33 Name.... JUNC3 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 27.2000 | 1.97 1.90 1.83 1.76 1.69 27.4500 | 1.62 1.55 1.49 1.42 1.36 27.7000 | 1.30 1.25 1.19 1.14 1.09 27.9500 | 1.04 .99 .94 .90 .86 28.2000 | .82 .78 .74 .70 .67 28.4500 | .64 .61 .58 .55 .52 28.7000 | .49 .47 .45 .42 .40 28.9500 | .38 .36 .35 .33 .31 29.2000 | .30 .28 .27 .26 .24 29.4500 | .23 .22 .21 .20 .19 29.7000 | .18 .17 .16 .15 .15 29.9500 | .14 .13 .13 .12 .12 30.2000 | .11 .10 .10 .09 .09 30.4500 | .09 .08 .08 .07 .07 30.7000 | .07 .06 .06 .06 .06 30.9500 | .05 .05 .05 .05 .04 31.2000 | .04 .04 .04 .04 .04 31.4500 | .03 .03 .03 .03 .03 31.7000 | .03 .03 .03 .02 .02 31.9500 | .02 .02 .02 .02 .02 32.2000 | .02 .02 .02 .02 .02 32.4500 | .01 .01 .01 .01 .01 32.7000 | .01 .01 .01 .01 .01 32.9500 | .01 .01 .01 .01 .01 33.2000 | .01 .01 .01 .01 .01 33.4500 | .01 .01 .01 .01 .01 33.7000 | .01 .01 .01 .01 .01 33.9500 | .01 .01 .01 .01 .01 34.2000 | .01 .01 .01 .01 .01 34.4500 | .01 .01 .01 .01 .01 34.7000 | .01 .01 .01 .01 .01 34.9500 | .01 .01 .01 .01 .01 35.2000 | .01 .01 .01 .01 .01 35.4500 | .01 .01 .01 .01 .01 35.7000 | .01 .01 .01 .01 .01 35.9500 | .01 .01 .01 .01 .01 36.2000 | .01 .01 .01 .01 .01 36.4500 | .01 .01 .01 .01 .01 36.7000 | .01 .01 .01 .01 .01 36.9500 | .01 .01 .01 .01 .01 37.2000 | .01 .01 .01 .01 .01 37.4500 | .01 .01 .01 .01 .01 37.7000 | .01 .01 .01 .01 .01 37.9500 | .01 .01 .01 .01 .01 38.2000 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.34 Name.... JUNC3 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 38.4500 | .01 .01 .01 .01 .01 38.7000 | .01 .01 .01 .01 .01 38.9500 | .01 .01 .01 .01 .01 39.2000 | .01 .01 .01 .01 .01 39.4500 | .01 .01 .01 .01 .01 39.7000 | .01 .01 .01 .01 .01 39.9500 | .01 .01 .01 .01 .01 40.2000 | .01 .01 .01 .00 .00 40.4500 | .00 .00 .00 .00 .00 40.7000 | .00 .00 .00 .00 .00 40.9500 | .00 .00 .00 .00 .00 41.2000 | .00 .00 .00 .00 .00 41.4500 | .00 .00 .00 .00 .00 41.7000 | .00 .00 .00 .00 .00 41.9500 | .00 .00 .00 .00 .00 42.2000 | .00 .00 .00 .00 .00 42.4500 | .00 .00 .00 .00 .00 42.7000 | .00 .00 .00 .00 .00 42.9500 | .00 .00 .00 .00 .00 43.2000 | .00 .00 .00 .00 .00 43.4500 | .00 .00 .00 .00 .00 43.7000 | .00 .00 .00 .00 .00 43.9500 | .00 .00 .00 .00 .00 44.2000 | .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.35 Name.... JUNC3 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr SUMMARY FOR HYDROGRAPH ADDITION at Node: JUNC3 HYG Directory: \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADD 4 SUBAREA4 SUBAREA4 100-yr REACH 2 JUNC2 REACH 2 100-yr ========================================================================== INFLOWS TO: JUNC3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA4 100-yr 1652400 12.4000 267.96 REACH 2 100-yr 13768070 12.6500 1674.18 TOTAL FLOW INTO: JUNC3 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- JUNC3 100-yr 15420470 12.6000 1894.89 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.36 Name.... JUNC3 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = JUNC3 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1894.89 cfs Time to Peak = 12.6000 hrs HYG Volume = 15420470 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.1500 | .00 .00 .00 .00 .01 7.4000 | .01 .01 .04 .08 .12 7.6500 | .18 .24 .31 .39 .48 7.9000 | .58 .69 .81 .95 1.09 8.1500 | 1.25 1.42 1.62 1.85 2.10 8.4000 | 2.45 3.00 3.56 4.14 4.73 8.6500 | 5.33 5.94 6.58 7.22 7.98 8.9000 | 8.85 9.74 10.66 11.60 12.57 9.1500 | 13.55 14.56 15.60 16.83 18.06 9.4000 | 19.28 20.51 21.75 22.99 24.24 9.6500 | 25.52 26.97 28.42 29.87 31.31 9.9000 | 32.75 34.19 35.64 37.11 38.69 10.1500 | 40.32 41.99 43.68 45.41 47.21 10.4000 | 49.10 51.08 53.20 55.50 57.86 10.6500 | 60.32 62.88 65.57 68.38 71.49 10.9000 | 74.82 78.29 81.96 85.80 89.97 11.1500 | 94.42 99.11 104.12 109.48 115.47 11.4000 | 121.75 128.58 136.06 144.73 154.47 11.6500 | 166.60 182.53 202.82 233.50 273.59 11.9000 | 334.74 414.37 520.18 652.00 803.00 12.1500 | 968.17 1139.05 1299.87 1451.77 1578.17 12.4000 | 1688.10 1775.62 1837.87 1877.57 1894.89 12.6500 | 1893.84 1873.09 1839.23 1796.18 1743.25 12.9000 | 1684.09 1620.57 1551.47 1479.07 1403.94 13.1500 | 1329.69 1255.72 1184.09 1115.70 1051.60 13.4000 | 991.69 935.73 884.43 836.70 792.75 13.6500 | 752.04 714.36 679.09 646.47 616.14 13.9000 | 587.73 561.41 536.71 513.89 492.25 14.1500 | 472.25 453.37 435.63 419.06 403.49 14.4000 | 389.11 375.46 362.75 350.93 339.85 14.6500 | 329.46 319.87 310.82 302.26 294.31 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.37 Name.... JUNC3 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 14.9000 | 286.95 280.01 273.44 267.23 261.44 15.1500 | 256.02 250.87 245.96 241.32 236.93 15.4000 | 232.77 228.85 225.05 221.36 217.77 15.6500 | 214.26 210.84 207.49 204.25 201.15 15.9000 | 198.11 195.16 192.31 189.56 186.90 16.1500 | 184.32 181.81 179.38 177.05 174.82 16.4000 | 172.64 170.52 168.44 166.43 164.47 16.6500 | 162.59 160.75 158.99 157.29 155.65 16.9000 | 154.08 152.57 151.18 149.83 148.52 17.1500 | 147.26 146.03 144.83 143.68 142.56 17.4000 | 141.47 140.41 139.39 138.38 137.41 17.6500 | 136.45 135.52 134.60 133.70 132.81 17.9000 | 131.94 131.08 130.22 129.38 128.57 18.1500 | 127.77 126.97 126.17 125.38 124.58 18.4000 | 123.79 123.00 122.22 121.43 120.65 18.6500 | 119.87 119.09 118.31 117.53 116.76 18.9000 | 115.98 115.22 114.46 113.70 112.94 19.1500 | 112.18 111.42 110.66 109.89 109.13 19.4000 | 108.36 107.60 106.84 106.10 105.36 19.6500 | 104.61 103.85 103.09 102.33 101.56 19.9000 | 100.80 100.03 99.26 98.49 97.73 20.1500 | 96.96 96.20 95.44 94.69 93.95 20.4000 | 93.22 92.50 91.80 91.12 90.46 20.6500 | 89.82 89.20 88.61 88.04 87.50 20.9000 | 86.98 86.51 86.05 85.61 85.19 21.1500 | 84.79 84.41 84.05 83.70 83.38 21.4000 | 83.07 82.78 82.50 82.23 81.97 21.6500 | 81.72 81.48 81.25 81.02 80.81 21.9000 | 80.59 80.39 80.19 80.00 79.80 22.1500 | 79.62 79.44 79.26 79.08 78.91 22.4000 | 78.73 78.56 78.40 78.23 78.07 22.6500 | 77.90 77.74 77.58 77.42 77.27 22.9000 | 77.11 76.95 76.80 76.64 76.49 23.1500 | 76.33 76.18 76.03 75.87 75.72 23.4000 | 75.57 75.42 75.26 75.11 74.96 23.6500 | 74.81 74.66 74.51 74.35 74.20 23.9000 | 74.05 73.90 73.72 73.52 73.20 24.1500 | 72.80 72.18 71.34 70.25 68.88 24.4000 | 67.33 65.55 63.58 61.43 59.09 24.6500 | 56.65 54.12 51.52 48.92 46.39 24.9000 | 43.87 41.29 38.78 36.31 34.06 25.1500 | 31.92 29.80 27.75 25.75 23.85 25.4000 | 22.25 20.73 19.30 17.94 16.65 25.6500 | 15.43 14.33 13.40 12.52 11.67 25.9000 | 10.85 10.08 9.35 8.67 8.05 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.38 Name.... JUNC3 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 26.1500 | 7.49 7.05 6.68 6.32 5.98 26.4000 | 5.65 5.34 5.04 4.75 4.48 26.6500 | 4.21 3.96 3.73 3.50 3.28 26.9000 | 3.08 2.88 2.70 2.52 2.36 27.1500 | 2.24 2.16 2.08 2.00 1.93 27.4000 | 1.86 1.78 1.71 1.64 1.57 27.6500 | 1.51 1.44 1.38 1.32 1.26 27.9000 | 1.21 1.15 1.10 1.05 1.00 28.1500 | .95 .91 .87 .82 .79 28.4000 | .75 .71 .68 .64 .61 28.6500 | .58 .55 .53 .50 .48 28.9000 | .45 .43 .41 .39 .37 29.1500 | .35 .33 .32 .30 .29 29.4000 | .27 .26 .25 .23 .22 29.6500 | .21 .20 .19 .18 .17 29.9000 | .16 .16 .15 .14 .13 30.1500 | .13 .12 .12 .11 .11 30.4000 | .10 .10 .09 .09 .08 30.6500 | .08 .08 .07 .07 .07 30.9000 | .06 .06 .06 .05 .05 31.1500 | .05 .05 .04 .04 .04 31.4000 | .04 .04 .04 .03 .03 31.6500 | .03 .03 .03 .03 .03 31.9000 | .03 .02 .02 .02 .02 32.1500 | .02 .02 .02 .02 .02 32.4000 | .02 .02 .02 .01 .01 32.6500 | .01 .01 .01 .01 .01 32.9000 | .01 .01 .01 .01 .01 33.1500 | .01 .01 .01 .01 .01 33.4000 | .01 .01 .01 .01 .01 33.6500 | .01 .01 .01 .01 .01 33.9000 | .01 .01 .01 .01 .01 34.1500 | .01 .01 .01 .01 .01 34.4000 | .01 .01 .01 .01 .01 34.6500 | .01 .01 .01 .01 .01 34.9000 | .01 .01 .01 .01 .01 35.1500 | .01 .01 .01 .01 .01 35.4000 | .01 .01 .01 .01 .01 35.6500 | .01 .01 .01 .01 .01 35.9000 | .01 .01 .01 .01 .01 36.1500 | .01 .01 .01 .01 .01 36.4000 | .01 .01 .01 .01 .01 36.6500 | .01 .01 .01 .01 .01 36.9000 | .01 .01 .01 .01 .01 37.1500 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.39 Name.... JUNC3 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 37.4000 | .01 .01 .01 .01 .01 37.6500 | .01 .01 .01 .01 .01 37.9000 | .01 .01 .01 .01 .01 38.1500 | .01 .01 .01 .01 .01 38.4000 | .01 .01 .01 .01 .01 38.6500 | .01 .01 .01 .01 .01 38.9000 | .01 .01 .01 .01 .01 39.1500 | .01 .01 .01 .01 .01 39.4000 | .01 .01 .01 .01 .01 39.6500 | .01 .01 .01 .01 .01 39.9000 | .01 .01 .01 .01 .01 40.1500 | .01 .01 .01 .01 .01 40.4000 | .01 .00 .00 .00 .00 40.6500 | .00 .00 .00 .00 .00 40.9000 | .00 .00 .00 .00 .00 41.1500 | .00 .00 .00 .00 .00 41.4000 | .00 .00 .00 .00 .00 41.6500 | .00 .00 .00 .00 .00 41.9000 | .00 .00 .00 .00 .00 42.1500 | .00 .00 .00 .00 .00 42.4000 | .00 .00 .00 .00 .00 42.6500 | .00 .00 .00 .00 .00 42.9000 | .00 .00 .00 .00 .00 43.1500 | .00 .00 .00 .00 .00 43.4000 | .00 .00 .00 .00 .00 43.6500 | .00 .00 .00 .00 .00 43.9000 | .00 .00 .00 .00 .00 44.1500 | .00 .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.40 Name.... OUT1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 3 JUNC3 REACH 3 15-Yr ADD 5 SUBAREA5 SUBAREA5 15-Yr ========================================================================== INFLOWS TO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 3 15-Yr 9686655 12.8000 1117.31 SUBAREA5 15-Yr 668035 12.5000 91.22 TOTAL FLOW INTO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT1 15-Yr 10354690 12.8000 1192.69 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.41 Name.... OUT1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT1 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 1192.69 cfs Time to Peak = 12.8000 hrs HYG Volume = 10354690 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.1000 | .00 .00 .00 .00 .00 9.3500 | .01 .01 .01 .02 .05 9.6000 | .08 .12 .16 .21 .27 9.8500 | .33 .40 .50 .61 .73 10.1000 | .88 1.05 1.23 1.43 1.66 10.3500 | 1.91 2.18 2.70 3.33 4.00 10.6000 | 4.70 5.43 6.21 7.04 8.12 10.8500 | 9.33 10.58 11.87 13.22 14.68 11.1000 | 16.47 18.33 20.25 22.29 24.49 11.3500 | 27.02 29.70 32.49 35.53 39.08 11.6000 | 42.89 47.36 52.49 59.21 67.79 11.8500 | 78.68 95.26 117.09 146.74 187.98 12.1000 | 240.94 307.82 388.48 480.56 578.80 12.3500 | 681.23 781.26 874.92 961.06 1033.61 12.6000 | 1093.36 1139.26 1169.87 1187.44 1192.69 12.8500 | 1187.21 1172.79 1151.68 1124.37 1092.06 13.1000 | 1056.15 1016.71 975.76 933.29 890.24 13.3500 | 847.86 806.19 765.94 727.60 691.01 13.6000 | 656.54 624.13 593.67 565.07 538.38 13.8500 | 513.29 489.95 467.92 447.48 428.15 14.1000 | 410.21 393.22 377.42 362.50 348.46 14.3500 | 335.36 322.94 311.32 300.43 290.11 14.6000 | 280.44 271.44 262.90 254.83 247.37 14.8500 | 240.30 233.63 227.31 221.42 215.96 15.1000 | 210.75 205.83 201.17 196.77 192.70 15.3500 | 188.85 185.16 181.63 178.25 175.02 15.6000 | 171.94 169.03 166.29 163.63 161.04 15.8500 | 158.52 156.07 153.67 151.34 149.06 16.1000 | 146.85 144.74 142.74 140.78 138.86 16.3500 | 137.00 135.18 133.42 131.69 130.02 16.6000 | 128.40 126.83 125.31 123.83 122.44 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.42 Name.... OUT1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 16.8500 | 121.11 119.82 118.57 117.36 116.18 17.1000 | 115.05 113.94 112.88 111.84 110.84 17.3500 | 109.87 108.93 108.02 107.14 106.28 17.6000 | 105.45 104.65 103.86 103.10 102.37 17.8500 | 101.67 100.98 100.30 99.64 98.98 18.1000 | 98.33 97.69 97.06 96.43 95.82 18.3500 | 95.21 94.61 94.02 93.43 92.85 18.6000 | 92.27 91.69 91.12 90.55 89.98 18.8500 | 89.42 88.85 88.29 87.73 87.17 19.1000 | 86.61 86.05 85.49 84.93 84.37 19.3500 | 83.81 83.26 82.73 82.19 81.65 19.6000 | 81.10 80.55 80.00 79.45 78.90 19.8500 | 78.34 77.78 77.22 76.66 76.11 20.1000 | 75.55 75.00 74.45 73.90 73.35 20.3500 | 72.81 72.26 71.72 71.19 70.67 20.6000 | 70.15 69.64 69.14 68.65 68.17 20.8500 | 67.70 67.25 66.82 66.39 66.00 21.1000 | 65.63 65.26 64.91 64.58 64.25 21.3500 | 63.94 63.63 63.34 63.06 62.80 21.6000 | 62.54 62.29 62.06 61.83 61.62 21.8500 | 61.41 61.21 61.02 60.83 60.66 22.1000 | 60.49 60.32 60.16 60.00 59.85 22.3500 | 59.70 59.56 59.42 59.28 59.15 22.6000 | 59.01 58.88 58.76 58.63 58.50 22.8500 | 58.38 58.26 58.14 58.02 57.90 23.1000 | 57.79 57.67 57.56 57.44 57.33 23.3500 | 57.22 57.11 57.00 56.89 56.78 23.6000 | 56.67 56.56 56.45 56.34 56.23 23.8500 | 56.12 56.01 55.90 55.78 55.65 24.1000 | 55.51 55.31 55.07 54.77 54.36 24.3500 | 53.87 53.24 52.50 51.65 50.67 24.6000 | 49.58 48.46 47.24 45.91 44.53 24.8500 | 43.09 41.60 40.10 38.55 37.00 25.1000 | 35.42 33.95 32.51 31.08 29.65 25.3500 | 28.25 26.85 25.50 24.17 22.98 25.6000 | 21.88 20.81 19.77 18.75 17.77 25.8500 | 16.81 15.89 15.01 14.22 13.54 26.1000 | 12.90 12.29 11.69 11.13 10.59 26.3500 | 10.07 9.57 9.10 8.64 8.21 26.6000 | 7.79 7.39 7.08 6.80 6.52 26.8500 | 6.26 6.00 5.75 5.50 5.27 27.1000 | 5.05 4.84 4.64 4.45 4.26 27.3500 | 4.09 3.92 3.76 3.60 3.45 27.6000 | 3.31 3.17 3.04 2.91 2.79 27.8500 | 2.68 2.57 2.46 2.35 2.26 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.43 Name.... OUT1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 28.1000 | 2.22 2.17 2.12 2.07 2.02 28.3500 | 1.98 1.93 1.88 1.84 1.79 28.6000 | 1.75 1.70 1.66 1.62 1.58 28.8500 | 1.54 1.50 1.46 1.42 1.38 29.1000 | 1.34 1.31 1.27 1.24 1.20 29.3500 | 1.17 1.14 1.10 1.07 1.04 29.6000 | 1.01 .98 .95 .93 .90 29.8500 | .87 .85 .82 .80 .77 30.1000 | .75 .73 .71 .69 .66 30.3500 | .64 .62 .61 .59 .57 30.6000 | .55 .53 .52 .50 .49 30.8500 | .47 .46 .44 .43 .42 31.1000 | .40 .39 .38 .37 .35 31.3500 | .34 .33 .32 .31 .30 31.6000 | .29 .28 .27 .26 .26 31.8500 | .25 .24 .23 .23 .22 32.1000 | .21 .20 .20 .19 .19 32.3500 | .18 .17 .17 .16 .16 32.6000 | .15 .15 .14 .14 .13 32.8500 | .13 .13 .12 .12 .11 33.1000 | .11 .11 .10 .10 .10 33.3500 | .09 .09 .09 .09 .08 33.6000 | .08 .08 .08 .07 .07 33.8500 | .07 .07 .07 .06 .06 34.1000 | .06 .06 .06 .05 .05 34.3500 | .05 .05 .05 .05 .05 34.6000 | .05 .04 .04 .04 .04 34.8500 | .04 .04 .04 .04 .04 35.1000 | .03 .03 .03 .03 .03 35.3500 | .03 .03 .03 .03 .03 35.6000 | .03 .03 .03 .03 .02 35.8500 | .02 .02 .02 .02 .02 36.1000 | .02 .02 .02 .02 .02 36.3500 | .02 .02 .02 .02 .02 36.6000 | .02 .02 .02 .02 .02 36.8500 | .02 .02 .02 .02 .01 37.1000 | .01 .01 .01 .01 .01 37.3500 | .01 .01 .01 .01 .01 37.6000 | .01 .01 .01 .01 .01 37.8500 | .01 .01 .01 .01 .01 38.1000 | .01 .01 .01 .01 .01 38.3500 | .01 .01 .01 .01 .01 38.6000 | .01 .01 .01 .01 .01 38.8500 | .01 .01 .01 .01 .01 39.1000 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.44 Name.... OUT1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 39.3500 | .01 .01 .01 .01 .01 39.6000 | .01 .01 .01 .01 .01 39.8500 | .01 .01 .01 .01 .01 40.1000 | .01 .01 .01 .01 .01 40.3500 | .01 .01 .01 .01 .01 40.6000 | .01 .01 .01 .01 .01 40.8500 | .01 .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 .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 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 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.45 Name.... OUT1 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 50.6000 | .01 .01 .01 .01 .01 50.8500 | .01 .01 .01 .01 .01 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 .00 53.3500 | .00 .00 .00 .00 .00 53.6000 | .00 .00 .00 .00 .00 53.8500 | .00 .00 .00 .00 .00 54.1000 | .00 .00 .00 .00 .00 54.3500 | .00 .00 .00 .00 .00 54.6000 | .00 .00 .00 .00 .00 54.8500 | .00 .00 .00 .00 .00 55.1000 | .00 .00 .00 .00 .00 55.3500 | .00 .00 .00 .00 .00 55.6000 | .00 .00 .00 .00 .00 55.8500 | .00 .00 .00 .00 .00 56.1000 | .00 .00 .00 .00 .00 56.3500 | .00 .00 .00 .00 .00 56.6000 | .00 .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.46 Name.... OUT1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 3 JUNC3 REACH 3 25-yr ADD 5 SUBAREA5 SUBAREA5 25-yr ========================================================================== INFLOWS TO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 3 25-yr 11235710 12.8000 1311.40 SUBAREA5 25-yr 800750 12.5000 111.76 TOTAL FLOW INTO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT1 25-yr 12036460 12.8000 1402.54 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.47 Name.... OUT1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT1 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 1402.54 cfs Time to Peak = 12.8000 hrs HYG Volume = 12036460 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 .00 .00 .00 8.9000 | .01 .01 .01 .02 .05 9.1500 | .09 .12 .16 .21 .26 9.4000 | .32 .40 .48 .59 .71 9.6500 | .86 1.02 1.20 1.40 1.62 9.9000 | 1.86 2.13 2.58 3.20 3.84 10.1500 | 4.51 5.21 5.93 6.69 7.56 10.4000 | 8.66 9.78 10.92 12.07 13.26 10.6500 | 14.50 16.03 17.60 19.20 20.87 10.9000 | 22.58 24.44 26.54 28.70 30.96 11.1500 | 33.31 35.81 38.65 41.62 44.73 11.4000 | 48.04 51.71 55.74 60.07 64.75 11.6500 | 70.64 77.19 85.61 96.88 110.68 11.9000 | 131.95 159.98 197.88 250.06 316.52 12.1500 | 399.41 498.39 609.85 726.78 847.25 12.4000 | 963.08 1069.89 1166.51 1246.17 1310.22 12.6500 | 1357.78 1387.50 1402.05 1402.54 1391.13 12.9000 | 1369.87 1341.27 1305.81 1265.40 1220.83 13.1500 | 1172.93 1123.38 1072.51 1021.39 971.26 13.4000 | 922.24 875.18 830.33 787.86 748.00 13.6500 | 710.39 675.28 642.47 611.55 582.95 13.9000 | 556.03 530.88 507.39 485.37 464.77 14.1500 | 445.48 427.28 410.37 394.29 379.38 14.4000 | 365.28 351.96 339.62 327.92 316.89 14.6500 | 306.68 296.99 287.83 279.35 271.35 14.9000 | 263.81 256.67 250.04 243.82 237.90 15.1500 | 232.32 227.05 222.14 217.55 213.17 15.4000 | 208.99 205.00 201.20 197.57 194.19 15.6500 | 190.94 187.79 184.73 181.75 178.86 15.9000 | 176.04 173.30 170.66 168.18 165.76 16.1500 | 163.40 161.11 158.86 156.68 154.55 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.48 Name.... OUT1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 16.4000 | 152.48 150.46 148.51 146.60 144.82 16.6500 | 143.10 141.42 139.79 138.21 136.68 16.9000 | 135.19 133.74 132.35 130.99 129.69 17.1500 | 128.43 127.21 126.04 124.91 123.82 17.4000 | 122.81 121.82 120.86 119.92 119.00 17.6500 | 118.12 117.26 116.42 115.60 114.79 17.9000 | 114.00 113.23 112.47 111.72 110.98 18.1500 | 110.25 109.54 108.83 108.12 107.43 18.4000 | 106.74 106.06 105.38 104.71 104.04 18.6500 | 103.38 102.73 102.10 101.47 100.83 18.9000 | 100.20 99.56 98.92 98.29 97.65 19.1500 | 97.01 96.38 95.75 95.12 94.49 19.4000 | 93.86 93.23 92.61 91.98 91.36 19.6500 | 90.73 90.10 89.48 88.85 88.22 19.9000 | 87.59 86.96 86.33 85.70 85.07 20.1500 | 84.43 83.80 83.19 82.59 81.99 20.4000 | 81.38 80.78 80.19 79.60 79.01 20.6500 | 78.44 77.88 77.33 76.79 76.27 20.9000 | 75.77 75.29 74.82 74.37 73.94 21.1500 | 73.52 73.11 72.72 72.35 72.00 21.4000 | 71.65 71.33 71.01 70.71 70.43 21.6500 | 70.15 69.89 69.64 69.39 69.16 21.9000 | 68.94 68.72 68.52 68.32 68.12 22.1500 | 67.94 67.75 67.58 67.41 67.24 22.4000 | 67.08 66.92 66.76 66.61 66.47 22.6500 | 66.33 66.19 66.05 65.92 65.78 22.9000 | 65.65 65.51 65.38 65.25 65.12 23.1500 | 64.99 64.86 64.73 64.60 64.47 23.4000 | 64.34 64.22 64.09 63.96 63.84 23.6500 | 63.71 63.58 63.46 63.33 63.21 23.9000 | 63.08 62.96 62.82 62.66 62.50 24.1500 | 62.27 62.00 61.65 61.17 60.60 24.4000 | 59.88 59.02 58.05 56.93 55.69 24.6500 | 54.34 52.89 51.31 49.67 47.99 24.9000 | 46.32 44.63 42.89 41.15 39.40 25.1500 | 37.62 35.86 34.19 32.62 31.07 25.4000 | 29.54 28.05 26.58 25.15 23.78 25.6500 | 22.61 21.48 20.38 19.32 18.29 25.9000 | 17.29 16.34 15.42 14.54 13.83 26.1500 | 13.17 12.53 11.93 11.34 10.79 26.4000 | 10.26 9.75 9.26 8.79 8.35 26.6500 | 7.92 7.51 7.16 6.88 6.60 26.9000 | 6.33 6.07 5.81 5.56 5.33 27.1500 | 5.11 4.89 4.69 4.49 4.31 27.4000 | 4.13 3.96 3.79 3.64 3.48 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.49 Name.... OUT1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 27.6500 | 3.34 3.20 3.07 2.94 2.82 27.9000 | 2.70 2.59 2.48 2.37 2.27 28.1500 | 2.22 2.18 2.13 2.08 2.03 28.4000 | 1.98 1.94 1.89 1.84 1.80 28.6500 | 1.76 1.71 1.67 1.63 1.58 28.9000 | 1.54 1.50 1.46 1.42 1.39 29.1500 | 1.35 1.31 1.28 1.24 1.21 29.4000 | 1.17 1.14 1.11 1.08 1.04 29.6500 | 1.01 .99 .96 .93 .90 29.9000 | .88 .85 .83 .80 .78 30.1500 | .75 .73 .71 .69 .67 30.4000 | .65 .63 .61 .59 .57 30.6500 | .55 .54 .52 .50 .49 30.9000 | .47 .46 .44 .43 .42 31.1500 | .40 .39 .38 .37 .36 31.4000 | .34 .33 .32 .31 .30 31.6500 | .29 .28 .27 .27 .26 31.9000 | .25 .24 .23 .23 .22 32.1500 | .21 .20 .20 .19 .19 32.4000 | .18 .17 .17 .16 .16 32.6500 | .15 .15 .14 .14 .13 32.9000 | .13 .13 .12 .12 .11 33.1500 | .11 .11 .10 .10 .10 33.4000 | .09 .09 .09 .09 .08 33.6500 | .08 .08 .08 .07 .07 33.9000 | .07 .07 .07 .06 .06 34.1500 | .06 .06 .06 .06 .05 34.4000 | .05 .05 .05 .05 .05 34.6500 | .05 .04 .04 .04 .04 34.9000 | .04 .04 .04 .04 .04 35.1500 | .03 .03 .03 .03 .03 35.4000 | .03 .03 .03 .03 .03 35.6500 | .03 .03 .03 .03 .02 35.9000 | .02 .02 .02 .02 .02 36.1500 | .02 .02 .02 .02 .02 36.4000 | .02 .02 .02 .02 .02 36.6500 | .02 .02 .02 .02 .02 36.9000 | .02 .02 .02 .02 .01 37.1500 | .01 .01 .01 .01 .01 37.4000 | .01 .01 .01 .01 .01 37.6500 | .01 .01 .01 .01 .01 37.9000 | .01 .01 .01 .01 .01 38.1500 | .01 .01 .01 .01 .01 38.4000 | .01 .01 .01 .01 .01 38.6500 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.50 Name.... OUT1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 38.9000 | .01 .01 .01 .01 .01 39.1500 | .01 .01 .01 .01 .01 39.4000 | .01 .01 .01 .01 .01 39.6500 | .01 .01 .01 .01 .01 39.9000 | .01 .01 .01 .01 .01 40.1500 | .01 .01 .01 .01 .01 40.4000 | .01 .01 .01 .01 .01 40.6500 | .01 .01 .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 .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 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 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.51 Name.... OUT1 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 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 | .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 .00 .00 53.1500 | .00 .00 .00 .00 .00 53.4000 | .00 .00 .00 .00 .00 53.6500 | .00 .00 .00 .00 .00 53.9000 | .00 .00 .00 .00 .00 54.1500 | .00 .00 .00 .00 .00 54.4000 | .00 .00 .00 .00 .00 54.6500 | .00 .00 .00 .00 .00 54.9000 | .00 .00 .00 .00 .00 55.1500 | .00 .00 .00 .00 .00 55.4000 | .00 .00 .00 .00 .00 55.6500 | .00 .00 .00 .00 .00 55.9000 | .00 .00 .00 .00 .00 56.1500 | .00 .00 .00 .00 .00 56.4000 | .00 .00 .00 .00 .00 56.6500 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.52 Name.... OUT1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 3 JUNC3 REACH 3 100-yr ADD 5 SUBAREA5 SUBAREA5 100-yr ========================================================================== INFLOWS TO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- REACH 3 100-yr 15420350 12.7500 1832.42 SUBAREA5 100-yr 1171205 12.5000 168.91 TOTAL FLOW INTO: OUT1 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT1 100-yr 16591560 12.7500 1975.75 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.53 Name.... OUT1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT1 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 1975.75 cfs Time to Peak = 12.7500 hrs HYG Volume = 16591560 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.6000 | .00 .00 .00 .00 .01 7.8500 | .01 .01 .01 .03 .06 8.1000 | .10 .14 .18 .22 .28 8.3500 | .34 .41 .49 .59 .70 8.6000 | .83 .98 1.14 1.32 1.52 8.8500 | 1.73 1.97 2.23 2.73 3.31 9.1000 | 3.92 4.55 5.21 5.89 6.60 9.3500 | 7.38 8.42 9.48 10.56 11.66 9.6000 | 12.76 13.89 15.16 16.56 17.97 9.8500 | 19.39 20.82 22.26 23.72 25.38 10.1000 | 27.04 28.69 30.38 32.07 33.78 10.3500 | 35.59 37.53 39.50 41.51 43.56 10.6000 | 45.70 47.89 50.29 52.82 55.41 10.8500 | 58.12 60.94 63.89 67.19 70.63 11.1000 | 74.23 78.02 82.00 86.46 91.13 11.3500 | 96.06 101.36 107.21 113.57 120.42 11.6000 | 128.11 137.46 147.99 162.01 180.32 11.8500 | 203.43 238.44 284.48 346.23 430.01 12.1000 | 534.96 663.25 812.41 976.47 1143.87 12.3500 | 1311.25 1467.44 1606.86 1728.73 1824.56 12.6000 | 1897.22 1946.63 1971.18 1975.75 1962.01 12.8500 | 1933.08 1892.14 1842.63 1785.20 1721.75 13.1000 | 1654.20 1582.87 1510.35 1437.04 1364.19 13.3500 | 1293.44 1224.96 1159.83 1098.28 1040.12 13.6000 | 985.92 935.07 887.59 843.51 802.22 13.8500 | 763.80 727.92 694.43 663.12 633.95 14.1000 | 606.58 581.03 556.99 534.57 513.43 14.3500 | 493.65 475.02 457.67 441.27 425.96 14.6000 | 411.58 398.02 385.43 373.58 362.37 14.8500 | 351.90 342.13 332.88 324.14 316.07 15.1000 | 308.43 301.24 294.43 288.00 282.04 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.54 Name.... OUT1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 15.3500 | 276.36 270.94 265.79 260.88 256.21 15.6000 | 251.82 247.57 243.46 239.46 235.57 15.8500 | 231.80 228.13 224.65 221.27 217.98 16.1000 | 214.78 211.66 208.62 205.67 202.80 16.3500 | 200.03 197.38 194.85 192.38 189.96 16.6000 | 187.62 185.34 183.12 180.97 178.88 16.8500 | 176.87 174.92 173.03 171.25 169.57 17.1000 | 167.94 166.36 164.83 163.35 161.92 17.3500 | 160.53 159.18 157.88 156.61 155.38 17.6000 | 154.18 153.01 151.88 150.77 149.69 17.8500 | 148.63 147.60 146.62 145.65 144.69 18.1000 | 143.74 142.81 141.89 140.98 140.08 18.3500 | 139.19 138.30 137.42 136.55 135.67 18.6000 | 134.81 133.94 133.08 132.23 131.37 18.8500 | 130.52 129.67 128.82 127.98 127.14 19.1000 | 126.30 125.46 124.63 123.83 123.02 19.3500 | 122.21 121.40 120.58 119.76 118.94 19.6000 | 118.13 117.31 116.49 115.68 114.85 19.8500 | 114.03 113.21 112.38 111.55 110.73 20.1000 | 109.90 109.07 108.23 107.41 106.58 20.3500 | 105.76 104.95 104.14 103.35 102.59 20.6000 | 101.85 101.13 100.41 99.71 99.02 20.8500 | 98.35 97.71 97.08 96.48 95.91 21.1000 | 95.35 94.82 94.31 93.82 93.35 21.3500 | 92.90 92.48 92.07 91.67 91.30 21.6000 | 90.94 90.60 90.27 89.96 89.66 21.8500 | 89.37 89.09 88.82 88.56 88.31 22.1000 | 88.06 87.83 87.60 87.37 87.15 22.3500 | 86.94 86.73 86.53 86.33 86.13 22.6000 | 85.94 85.75 85.56 85.38 85.19 22.8500 | 85.01 84.83 84.66 84.48 84.31 23.1000 | 84.14 83.98 83.81 83.65 83.48 23.3500 | 83.31 83.15 82.98 82.82 82.65 23.6000 | 82.49 82.32 82.16 81.99 81.83 23.8500 | 81.66 81.50 81.33 81.15 80.95 24.1000 | 80.73 80.42 80.06 79.57 78.92 24.3500 | 78.13 77.12 75.93 74.58 73.02 24.6000 | 71.29 69.41 67.38 65.20 63.02 24.8500 | 60.79 58.50 56.18 53.79 51.40 25.1000 | 49.01 46.74 44.56 42.39 40.23 25.3500 | 38.11 36.02 34.10 32.33 30.60 25.6000 | 28.93 27.31 25.75 24.25 22.93 25.8500 | 21.73 20.57 19.45 18.37 17.33 26.1000 | 16.34 15.39 14.48 13.78 13.10 26.3500 | 12.45 11.84 11.25 10.69 10.15 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.55 Name.... OUT1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 26.6000 | 9.64 9.15 8.68 8.23 7.80 26.8500 | 7.39 7.07 6.79 6.51 6.24 27.1000 | 5.98 5.72 5.48 5.25 5.02 27.3500 | 4.81 4.61 4.42 4.23 4.06 27.6000 | 3.89 3.73 3.57 3.42 3.28 27.8500 | 3.14 3.01 2.88 2.76 2.65 28.1000 | 2.53 2.43 2.32 2.25 2.20 28.3500 | 2.15 2.10 2.05 2.00 1.96 28.6000 | 1.91 1.86 1.82 1.77 1.73 28.8500 | 1.69 1.64 1.60 1.56 1.52 29.1000 | 1.48 1.44 1.40 1.36 1.33 29.3500 | 1.29 1.25 1.22 1.18 1.15 29.6000 | 1.12 1.09 1.06 1.03 1.00 29.8500 | .97 .94 .91 .89 .86 30.1000 | .83 .81 .79 .76 .74 30.3500 | .72 .70 .67 .65 .63 30.6000 | .61 .60 .58 .56 .54 30.8500 | .53 .51 .49 .48 .46 31.1000 | .45 .44 .42 .41 .40 31.3500 | .38 .37 .36 .35 .34 31.6000 | .33 .32 .31 .30 .29 31.8500 | .28 .27 .26 .25 .24 32.1000 | .24 .23 .22 .21 .21 32.3500 | .20 .19 .19 .18 .18 32.6000 | .17 .16 .16 .15 .15 32.8500 | .14 .14 .14 .13 .13 33.1000 | .12 .12 .12 .11 .11 33.3500 | .10 .10 .10 .10 .09 33.6000 | .09 .09 .08 .08 .08 33.8500 | .08 .07 .07 .07 .07 34.1000 | .07 .06 .06 .06 .06 34.3500 | .06 .06 .05 .05 .05 34.6000 | .05 .05 .05 .05 .04 34.8500 | .04 .04 .04 .04 .04 35.1000 | .04 .04 .04 .03 .03 35.3500 | .03 .03 .03 .03 .03 35.6000 | .03 .03 .03 .03 .03 35.8500 | .03 .03 .02 .02 .02 36.1000 | .02 .02 .02 .02 .02 36.3500 | .02 .02 .02 .02 .02 36.6000 | .02 .02 .02 .02 .02 36.8500 | .02 .02 .02 .02 .02 37.1000 | .02 .02 .02 .01 .01 37.3500 | .01 .01 .01 .01 .01 37.6000 | .01 .01 .01 .01 .01 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.56 Name.... OUT1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 37.8500 | .01 .01 .01 .01 .01 38.1000 | .01 .01 .01 .01 .01 38.3500 | .01 .01 .01 .01 .01 38.6000 | .01 .01 .01 .01 .01 38.8500 | .01 .01 .01 .01 .01 39.1000 | .01 .01 .01 .01 .01 39.3500 | .01 .01 .01 .01 .01 39.6000 | .01 .01 .01 .01 .01 39.8500 | .01 .01 .01 .01 .01 40.1000 | .01 .01 .01 .01 .01 40.3500 | .01 .01 .01 .01 .01 40.6000 | .01 .01 .01 .01 .01 40.8500 | .01 .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 .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 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 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.57 Name.... OUT1 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 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 .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 .00 53.3500 | .00 .00 .00 .00 .00 53.6000 | .00 .00 .00 .00 .00 53.8500 | .00 .00 .00 .00 .00 54.1000 | .00 .00 .00 .00 .00 54.3500 | .00 .00 .00 .00 .00 54.6000 | .00 .00 .00 .00 .00 54.8500 | .00 .00 .00 .00 .00 55.1000 | .00 .00 .00 .00 .00 55.3500 | .00 .00 .00 .00 .00 55.6000 | .00 .00 .00 .00 .00 55.8500 | .00 .00 .00 .00 .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 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.58 Name.... OUT2 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 -------------------------------------------------------------------------- ADD 6 SUBAREA6 SUBAREA6 15-Yr ADD7 SUBAREA7 SUBAREA7 15-Yr ========================================================================== INFLOWS TO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA6 15-Yr 167968 12.2500 32.42 SUBAREA7 15-Yr 326791 12.1500 83.57 TOTAL FLOW INTO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT2 15-Yr 494759 12.1500 111.98 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.59 Name.... OUT2 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 15-Yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT2 HYG Tag = 15-Yr ----------------------------------- Peak Discharge = 111.98 cfs Time to Peak = 12.1500 hrs HYG Volume = 494759 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.0500 | .00 .01 .02 .06 .12 11.3000 | .22 .35 .52 .73 .99 11.5500 | 1.36 1.95 2.97 4.85 8.09 11.8000 | 13.27 22.15 35.56 53.53 74.84 12.0500 | 94.12 107.62 111.98 108.22 99.60 12.3000 | 88.19 77.31 67.76 59.45 52.39 12.5500 | 46.22 41.23 36.96 33.34 30.39 12.8000 | 27.87 25.74 24.02 22.52 21.20 13.0500 | 20.08 19.09 18.21 17.47 16.81 13.3000 | 16.21 15.68 15.20 14.75 14.33 13.5500 | 13.93 13.54 13.18 12.83 12.50 13.8000 | 12.21 11.92 11.65 11.39 11.14 14.0500 | 10.89 10.65 10.43 10.22 10.03 14.3000 | 9.86 9.71 9.58 9.45 9.34 14.5500 | 9.24 9.14 9.05 8.96 8.88 14.8000 | 8.79 8.71 8.62 8.54 8.46 15.0500 | 8.38 8.30 8.22 8.14 8.05 15.3000 | 7.97 7.89 7.81 7.73 7.64 15.5500 | 7.56 7.48 7.39 7.31 7.22 15.8000 | 7.14 7.05 6.97 6.88 6.80 16.0500 | 6.71 6.62 6.54 6.47 6.40 16.3000 | 6.34 6.28 6.24 6.19 6.15 16.5500 | 6.11 6.08 6.04 6.01 5.98 16.8000 | 5.95 5.91 5.88 5.85 5.82 17.0500 | 5.79 5.76 5.73 5.70 5.67 17.3000 | 5.64 5.61 5.58 5.55 5.52 17.5500 | 5.49 5.46 5.43 5.40 5.37 17.8000 | 5.34 5.31 5.28 5.25 5.22 18.0500 | 5.19 5.16 5.13 5.09 5.06 18.3000 | 5.03 5.00 4.97 4.94 4.91 18.5500 | 4.87 4.84 4.81 4.78 4.75 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.60 Name.... OUT2 Event: 15 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 18.8000 | 4.72 4.68 4.65 4.62 4.59 19.0500 | 4.55 4.52 4.49 4.46 4.42 19.3000 | 4.39 4.36 4.33 4.29 4.26 19.5500 | 4.23 4.19 4.16 4.13 4.09 19.8000 | 4.06 4.03 3.99 3.96 3.93 20.0500 | 3.89 3.86 3.83 3.80 3.78 20.3000 | 3.76 3.74 3.72 3.71 3.70 20.5500 | 3.69 3.68 3.67 3.66 3.66 20.8000 | 3.65 3.64 3.64 3.63 3.62 21.0500 | 3.62 3.61 3.61 3.60 3.60 21.3000 | 3.59 3.58 3.58 3.57 3.57 21.5500 | 3.56 3.56 3.55 3.54 3.54 21.8000 | 3.53 3.53 3.52 3.51 3.51 22.0500 | 3.50 3.50 3.49 3.49 3.48 22.3000 | 3.47 3.47 3.46 3.46 3.45 22.5500 | 3.44 3.44 3.43 3.43 3.42 22.8000 | 3.42 3.41 3.40 3.40 3.39 23.0500 | 3.39 3.38 3.37 3.37 3.36 23.3000 | 3.35 3.35 3.34 3.34 3.33 23.5500 | 3.32 3.32 3.31 3.31 3.30 23.8000 | 3.29 3.29 3.28 3.28 3.26 24.0500 | 3.21 3.06 2.80 2.44 2.03 24.3000 | 1.63 1.28 1.00 .78 .60 24.5500 | .46 .36 .27 .21 .17 24.8000 | .13 .10 .08 .06 .05 25.0500 | .04 .03 .02 .02 .01 25.3000 | .01 .01 .01 .00 .00 25.5500 | .00 .00 .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.61 Name.... OUT2 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 -------------------------------------------------------------------------- ADD 6 SUBAREA6 SUBAREA6 25-yr ADD7 SUBAREA7 SUBAREA7 25-yr ========================================================================== INFLOWS TO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA6 25-yr 204509 12.2500 40.70 SUBAREA7 25-yr 394659 12.1000 102.80 TOTAL FLOW INTO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT2 25-yr 599168 12.1500 138.91 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.62 Name.... OUT2 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 25-yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT2 HYG Tag = 25-yr ----------------------------------- Peak Discharge = 138.91 cfs Time to Peak = 12.1500 hrs HYG Volume = 599168 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.7000 | .00 .00 .01 .02 .05 10.9500 | .10 .17 .27 .38 .52 11.2000 | .68 .89 1.12 1.40 1.73 11.4500 | 2.10 2.53 3.12 4.02 5.53 11.7000 | 8.22 12.69 19.60 31.06 47.90 11.9500 | 70.05 95.85 118.80 134.47 138.91 12.2000 | 133.57 122.46 108.11 94.51 82.59 12.4500 | 72.25 63.50 55.87 49.73 44.48 12.7000 | 40.03 36.41 33.34 30.73 28.63 12.9500 | 26.80 25.19 23.84 22.64 21.57 13.2000 | 20.68 19.88 19.16 18.52 17.94 13.4500 | 17.40 16.90 16.41 15.95 15.52 13.7000 | 15.10 14.71 14.36 14.02 13.70 13.9500 | 13.39 13.09 12.79 12.51 12.24 14.2000 | 12.00 11.77 11.57 11.39 11.23 14.4500 | 11.09 10.96 10.83 10.72 10.61 14.7000 | 10.50 10.40 10.30 10.20 10.10 14.9500 | 10.00 9.91 9.81 9.71 9.62 15.2000 | 9.52 9.42 9.33 9.23 9.13 15.4500 | 9.03 8.94 8.84 8.74 8.64 15.7000 | 8.54 8.44 8.34 8.24 8.14 15.9500 | 8.04 7.94 7.83 7.74 7.64 16.2000 | 7.55 7.47 7.40 7.33 7.28 16.4500 | 7.22 7.17 7.13 7.09 7.05 16.7000 | 7.01 6.97 6.93 6.90 6.86 16.9500 | 6.82 6.79 6.75 6.72 6.68 17.2000 | 6.65 6.61 6.58 6.54 6.50 17.4500 | 6.47 6.43 6.40 6.36 6.33 17.7000 | 6.29 6.26 6.22 6.18 6.15 17.9500 | 6.11 6.07 6.04 6.00 5.96 18.2000 | 5.93 5.89 5.85 5.82 5.78 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.63 Name.... OUT2 Event: 25 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 18.4500 | 5.74 5.71 5.67 5.63 5.59 18.7000 | 5.56 5.52 5.48 5.44 5.41 18.9500 | 5.37 5.33 5.29 5.26 5.22 19.2000 | 5.18 5.14 5.10 5.06 5.03 19.4500 | 4.99 4.95 4.91 4.87 4.83 19.7000 | 4.79 4.76 4.72 4.68 4.64 19.9500 | 4.60 4.56 4.52 4.48 4.45 20.2000 | 4.42 4.39 4.36 4.34 4.32 20.4500 | 4.31 4.29 4.28 4.27 4.26 20.7000 | 4.25 4.24 4.23 4.23 4.22 20.9500 | 4.21 4.20 4.20 4.19 4.18 21.2000 | 4.18 4.17 4.16 4.16 4.15 21.4500 | 4.14 4.14 4.13 4.12 4.12 21.7000 | 4.11 4.10 4.09 4.09 4.08 21.9500 | 4.07 4.07 4.06 4.05 4.05 22.2000 | 4.04 4.03 4.03 4.02 4.01 22.4500 | 4.00 4.00 3.99 3.98 3.98 22.7000 | 3.97 3.96 3.96 3.95 3.94 22.9500 | 3.93 3.93 3.92 3.91 3.91 23.2000 | 3.90 3.89 3.88 3.88 3.87 23.4500 | 3.86 3.86 3.85 3.84 3.83 23.7000 | 3.83 3.82 3.81 3.81 3.80 23.9500 | 3.79 3.77 3.71 3.54 3.24 24.2000 | 2.83 2.35 1.89 1.49 1.16 24.4500 | .90 .69 .54 .41 .32 24.7000 | .25 .19 .15 .12 .09 24.9500 | .07 .06 .04 .03 .03 25.2000 | .02 .02 .01 .01 .01 25.4500 | .01 .00 .00 .00 .00 25.7000 | .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.64 Name.... OUT2 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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 -------------------------------------------------------------------------- ADD 6 SUBAREA6 SUBAREA6 100-yr ADD7 SUBAREA7 SUBAREA7 100-yr ========================================================================== INFLOWS TO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- SUBAREA6 100-yr 308101 12.2500 64.07 SUBAREA7 100-yr 585527 12.1000 157.93 TOTAL FLOW INTO: OUT2 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.ft hrs cfs -------------------------------------------------------------------------- OUT2 100-yr 893629 12.1500 214.34 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.65 Name.... OUT2 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.PPW Storm... TypeII 24hr Tag: 100-yr TOTAL NODE INFLOW... HYG file = HYG ID = OUT2 HYG Tag = 100-yr ----------------------------------- Peak Discharge = 214.34 cfs Time to Peak = 12.1500 hrs HYG Volume = 893629 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.9000 | .00 .00 .01 .03 .06 10.1500 | .10 .15 .21 .28 .36 10.4000 | .45 .55 .67 .79 .93 10.6500 | 1.09 1.26 1.45 1.66 1.89 10.9000 | 2.14 2.42 2.71 3.02 3.36 11.1500 | 3.74 4.16 4.65 5.19 5.79 11.4000 | 6.47 7.21 8.03 9.14 10.85 11.6500 | 13.72 18.71 26.70 38.56 57.32 11.9000 | 83.80 117.56 155.71 188.59 209.99 12.1500 | 214.34 204.36 186.17 163.50 142.25 12.4000 | 123.67 107.66 94.15 82.44 73.08 12.6500 | 65.10 58.35 52.90 48.27 44.33 12.9000 | 41.18 38.44 36.04 34.03 32.25 13.1500 | 30.68 29.36 28.18 27.12 26.19 13.4000 | 25.34 24.55 23.82 23.12 22.45 13.6500 | 21.82 21.22 20.66 20.15 19.66 13.9000 | 19.20 18.76 18.33 17.91 17.51 14.1500 | 17.13 16.78 16.46 16.17 15.91 14.4000 | 15.69 15.48 15.29 15.11 14.95 14.6500 | 14.79 14.64 14.49 14.34 14.20 14.9000 | 14.06 13.92 13.78 13.64 13.50 15.1500 | 13.37 13.23 13.09 12.95 12.81 15.4000 | 12.68 12.54 12.40 12.26 12.12 15.6500 | 11.98 11.84 11.70 11.56 11.41 15.9000 | 11.27 11.13 10.99 10.84 10.71 16.1500 | 10.57 10.45 10.33 10.23 10.14 16.4000 | 10.06 9.98 9.91 9.85 9.79 16.6500 | 9.73 9.68 9.62 9.57 9.52 16.9000 | 9.47 9.41 9.36 9.31 9.26 17.1500 | 9.21 9.16 9.11 9.06 9.01 17.4000 | 8.96 8.91 8.86 8.81 8.76 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 11.66 Name.... OUT2 Event: 100 yr File.... \\3serverprs\PondPack\Elmer-jobs\Dierberg Tract\EXISTING.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. ---------|-------------------------------------------------------------- 17.6500 | 8.71 8.66 8.61 8.56 8.51 17.9000 | 8.46 8.41 8.36 8.30 8.25 18.1500 | 8.20 8.15 8.10 8.05 7.99 18.4000 | 7.94 7.89 7.84 7.79 7.73 18.6500 | 7.68 7.63 7.58 7.53 7.47 18.9000 | 7.42 7.37 7.31 7.26 7.21 19.1500 | 7.16 7.10 7.05 7.00 6.94 19.4000 | 6.89 6.84 6.78 6.73 6.68 19.6500 | 6.62 6.57 6.51 6.46 6.41 19.9000 | 6.35 6.30 6.25 6.19 6.14 20.1500 | 6.09 6.04 6.00 5.97 5.94 20.4000 | 5.91 5.89 5.87 5.86 5.84 20.6500 | 5.83 5.81 5.80 5.79 5.78 20.9000 | 5.77 5.76 5.75 5.74 5.73 21.1500 | 5.72 5.71 5.70 5.69 5.68 21.4000 | 5.67 5.66 5.65 5.64 5.63 21.6500 | 5.62 5.61 5.60 5.59 5.58 21.9000 | 5.57 5.56 5.55 5.54 5.53 22.1500 | 5.52 5.51 5.50 5.49 5.48 22.4000 | 5.47 5.46 5.45 5.44 5.43 22.6500 | 5.42 5.41 5.40 5.39 5.38 22.9000 | 5.37 5.36 5.35 5.34 5.33 23.1500 | 5.32 5.31 5.30 5.29 5.28 23.4000 | 5.27 5.26 5.25 5.24 5.23 23.6500 | 5.22 5.21 5.20 5.19 5.18 23.9000 | 5.17 5.16 5.13 5.05 4.82 24.1500 | 4.41 3.85 3.20 2.58 2.03 24.4000 | 1.58 1.23 .95 .73 .56 24.6500 | .43 .34 .26 .20 .16 24.9000 | .12 .10 .08 .06 .04 25.1500 | .03 .03 .02 .02 .01 25.4000 | .01 .01 .01 .00 .00 25.6500 | .00 .00 S/N: A21501A070C7 Pickett Ray & Silver Inc PondPack Ver: Compute Time: Date: Appendix A A-1 Index of Starting Page Numbers for ID Names ----- C ----- CHN-TRAPZ - 1... 9.01, 9.03 CHN-TRAPZ - 2... 9.04, 9.06 ----- J ----- JUNC1 15-Yr... 11.01, 11.05, 11.09 JUNC2 15-Yr... 11.13, 11.17, 11.21 JUNC3 15-Yr... 11.25, 11.30, 11.35 ----- O ----- OUT1 15-Yr... 11.40, 11.46, 11.52 OUT2 15-Yr... 11.58, 11.61, 11.64 ----- R ----- REACH 1... 10.01, 10.04, 10.05, 10.08, 10.09, 10.12, 10.13 REACH 2... 10.16, 10.19, 10.20, 10.24, 10.25, 10.29, 10.30 REACH 3... 10.34, 10.37, 10.38, 10.43, 10.44, 10.49, 10.50 ----- S ----- St Charles Count... 4.01, 4.02 SUBAREA1... 6.01, 7.01, 8.03, 8.04, 8.07, 8.08, 8.11, 8.12 SUBAREA2... 6.04, 7.02, 8.15, 8.16, 8.18, 8.19, 8.21, 8.22 SUBAREA3... 6.07, 7.03, 8.25, 8.26, 8.28, 8.29, 8.31, 8.32 SUBAREA4... 6.10, 7.04, 8.34, 8.35, 8.37, 8.38, 8.40, 8.41 SUBAREA5... 6.13, 7.05, 8.43, 8.44, 8.46, 8.47, 8.49, 8.50 SUBAREA6... 6.17, 7.06, 8.52, 8.53, 8.55, 8.56, 8.58, 8.59 SUBAREA7... 6.20, 7.07, 8.61, 8.62, 8.64, 8.65, 8.67, 8.68 ----- T ----- TypeII 24hr 15-Yr... 5.01, 5.03, 5.05, 5.07, 5.09, 5.11 ----- W ----- WARNING... 1.01 Watershed... 2.01, 3.01, 3.02, 3.04, 3.05, 3.07, 3.08, 3.10 S/N: PondPack Ver: Compute Time: Date: