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HomeMy WebLinkAboutSDP200900044 Calculations 2009-07-01VEHICLE MAINTENANCE FACILITY M F) ALBEMARLE COUNTY, VIRGINIA DESIGN CALCULATIONS MAJOR SITE PLAN AMENDMENT SDP-2009-00044 JULY I , 2009 TIMMONS GROUP PROJECT NUMBER: 27603 PREPARED BY: FRANK POHL TIMMONS GROUP 919 2ND STREET SE CHARLOTTESVILLE, VA 22901 434.295.5624 E E m- r g g G ZWJ 1yi Q o f S °o G o G i R f I m R d 0 0 0 p Y 8 oOO i f O O G 80 f 1 o o OO O 5 8n QQ d o o d of 1 P jitjf i 1 i E i a 11 s I o i e i i i + Ii O E 11 i ig N 9AILDHLON+ ainuntai DINT' NiWaAS_,n_rnu GWj FG ii 1J(f(0.6+) # 112 - 910U ..let d sdd) f(0'0+ A'Z F+Pg'A n W)(pl'(+) 0 1r.Z c Sad) W'0 AK WPgoA d W (f013+) AZ- *a . p 1 . aa (a a a s ( Sd) W'0. r- LL E LL E E +A-if1WPA o mN h id +9++IU ' g. 'g 6 1 (+ wg)z 187tH o 6 0 I. 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Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Table of Contents i Table of Contents MASTER SUMMARY * * * * * * * * * * * * * * * * * * * * ** Watershed Master Network Summary 1.01 NETWORK SUMMARIES (DETAILED) * * * * * * * * * * * * * ** Watershed Dev 2 Executive Summary (Nodes)2.01 Executive Summary (Links)2.02 Watershed Dev 10 Executive Summary (Nodes)2.03 Executive Summary (Links)2.04 Watershed Dev100 Executive Summary (Nodes)2.05 Executive Summary (Links)2.06 Network Calcs Sequence 2.07 DESIGN STORMS SUMMARY * * * * * * * * * * * * * * * * * ** Albemarle SCS... Design Storms 3.01 Albemarle SCS... Dev 2 Design Storms 3.02 RAINFALL DATA * * * * * * * * * * * * * * * * * * * * * ** Typell 24hr.... Dev 2 Synthetic Curve 4.01 Synthetic Cumulative Depth 4.03 Typell 24hr.... Dev 10 Synthetic Curve 4.05 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Table of Contents Table of Contents (continued) Synthetic Cumulative Depth 4.07 Typell 24hr.... Dev100 Synthetic Curve 4.09 Synthetic Cumulative Depth 4.11 TC CALCULATIONS * * * * * * * * * * * * * * * * * * * ** SUBAREA 10 Tc Calcs 5.01 CN CALCULATIONS * * * * * * * * * * * * * * * * * * * ** SUBAREA 10 Runoff CN -Area 6.01 RUNOFF HYDROGRAPHS * * * * * * * * * * * * * * * * * * ** Unit Hyd. Equations 7.01 SUBAREA 10 Dev 2 Unit Hyd. Summary 7.03 Unit Hyd. (HYG output)7.04 SUBAREA 10 Dev 10 Unit Hyd. Summary 7.06 Unit Hyd. (HYG output)7.07 SUBAREA 10 Dev100 Unit Hyd. Summary 7.10 Unit Hyd. (HYG output)7.11 HYG ADDITION * * * * * * * * * * * * * * * * * * * * * ** OUT 10 Dev 2 Node: Addition Summary 8.01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Table of Contents Table of Contents (continued) OUT 10 Dev 10 Node: Addition Summary 8.06 OUT 10 Dev100 Node: Addition Summary 8.12 TIME VS.ELEV * * * * * * * * * * * * * * * * * * * * * ** POND 10 OUT Dev 2 Time -Elev 9.01 POND 10 OUT Dev 10 Time -Elev 9.05 POND 10 OUT Dev100 Time -Elev 9.10 TIME VS.VOL * * * * * * * * * * * * * * * * * * * * * ** POND 10 OUT Dev 2 Time vs. Volume 10.01 POND 10 OUT Dev 10 Time vs. Volume 10.05 POND 10 OUT Dev100 Time vs. Volume 10.10 POND VOLUMES * * * * * * * * * * * * * * * * * * * * * ** POND 10 Vol: Elev -Area 11.01 OUTLET STRUCTURES * * * * * * * * * * * * * * * * * * * ** Outlet 1 Outlet Input Data 12.01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Table of Contents iv Table of Contents (continued) Individual Outlet Curves 12.04 Composite Rating Curve 12.12 POND ROUTING * * * * * * * * * * * * * * * * * * * * * ** POND 10 Pond E -V -Q Table 13.01 POND 10 IN Dev 2 Node: Pond Inflow Summary 13.03 POND 10 IN Dev 10 Node: Pond Inflow Summary 13.06 POND 10 IN Dev100 Node: Pond Inflow Summary 13.10 POND 10 OUT Dev 2 Pond Routing Summary 13.14 Pond Routed HYG (total out)13.15 POND 10 OUT Dev 10 Pond Routing Summary 13.19 Pond Routed HYG (total out)13.20 POND 10 OUT Dev100 Pond Routing Summary 13.25 Pond Routed HYG (total out)13.26 ROUTE 10 Dev 2 Diverted Hydrograph 13.31 ROUTE 10 Dev 10 Diverted Hydrograph 13.35 ROUTE 10 Dev100 Diverted Hydrograph 13.40 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Master Network Summary Page 1.01 Name.... Watershed File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw MASTER DESIGN STORM SUMMARY Network Storm Collection: Albemarle SCS Total Depth Rainfall Return Event in Type RNF ID Dev 2 4.0000 Synthetic Curve Typell 24hr Dev 10 6.0000 Synthetic Curve Typell 24hr Dev100 8.5000 Synthetic Curve Typell 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 ac -ft Trun hrs cfs ft ac -ft OUT 10 JCT 2 2.539 13.7000 2.21 OUT 10 JCT 10 4.597 12.6000 12.17 OUT 10 JCT 100 7.305 12.4000 33.20 POND 10 IN POND 2 2.540 12.1000 30.01 POND 10 IN POND 10 4.598 12.1000 54.15 POND 10 IN POND 100 7.306 12.1000 84.86 POND 10 OUT POND 2 2.539 13.7000 2.21 512.01 1.412 POND 10 OUT POND 10 4.597 12.6000 12.17 513.71 2.195 POND 10 OUT POND 100 7.305 12.4000 33.20 515.59 3.202 SUBAREA 10 AREA 2 2.540 12.1000 30.01 SUBAREA 10 AREA 10 4.598 12.1000 54.15 SUBAREA 10 AREA 100 7.306 12.1000 84.86 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Executive Summary (Nodes)Page 2.01 Name.... Watershed Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 NETWORK SUMMARY -- NODES Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = Albemarle SCS Storm Tag Name Dev 2 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 2 yr Total Rainfall Depth= 4.0000 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 ac -ft Trun. hrs cfs ft Outfall OUT 10 JCT 2.539 13.7000 2.21 POND 10 IN POND 2.540 12.1000 30.01 POND 10 OUT POND 2.539 13.7000 2.21 512.01 SUBAREA 10 AREA 2.540 12.1000 30.01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Executive Summary (Links)Page 2.02 Name.... Watershed Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 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 = Albemarle SCS Storm Tag Name Dev 2 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 2 yr Total Rainfall Depth= 4.0000 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 ac -ft Trun. hrs cfs End Points ADDLINK 10 ADD UN 2.540 12.1000 30.01 SUBAREA 10 DL 2.540 12.1000 30.01 DN 2.540 12.1000 30.01 POND 10 IN ROUTE 10 PONDrt UN 2.540 12.1000 30.01 POND 10 IN ROUTE 10 2.539 13.7000 2.21 POND 10 OUT DL 2.539 13.7000 2.21 DN 2.539 13.7000 2.21 OUT 10 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Executive Summary (Nodes)Page 2.03 Name.... Watershed Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 NETWORK SUMMARY -- NODES Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = Albemarle SCS Storm Tag Name Dev 10 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 10 yr Total Rainfall Depth= 6.0000 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 ac -ft Trun. hrs cfs ft Outfall OUT 10 JCT 4.597 12.6000 12.17 POND 10 IN POND 4.598 12.1000 54.15 POND 10 OUT POND 4.597 12.6000 12.17 513.71 SUBAREA 10 AREA 4.598 12.1000 54.15 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Executive Summary (Links)Page 2.04 Name.... Watershed Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 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 = Albemarle SCS Storm Tag Name Dev 10 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 10 yr Total Rainfall Depth= 6.0000 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 ac -ft Trun. hrs cfs End Points ADDLINK 10 ADD UN 4.598 12.1000 54.15 SUBAREA 10 DL 4.598 12.1000 54.15 DN 4.598 12.1000 54.15 POND 10 IN ROUTE 10 PONDrt UN 4.598 12.1000 54.15 POND 10 IN ROUTE 10 4.597 12.6000 12.17 POND 10 OUT DL 4.597 12.6000 12.17 DN 4.597 12.6000 12.17 OUT 10 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Executive Summary (Nodes)Page 2.05 Name.... Watershed Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 NETWORK SUMMARY -- NODES Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = Albemarle SCS Storm Tag Name Dev100 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 100 yr Total Rainfall Depth= 8.5000 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 ac -ft Trun. hrs cfs ft Outfall OUT 10 JCT 7.305 12.4000 33.20 POND 10 IN POND 7.306 12.1000 84.86 POND 10 OUT POND 7.305 12.4000 33.20 515.59 SUBAREA 10 AREA 7.306 12.1000 84.86 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Executive Summary (Links)Page 2.06 Name.... Watershed Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 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 = Albemarle SCS Storm Tag Name Dev100 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 100 yr Total Rainfall Depth= 8.5000 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 ac -ft Trun. hrs cfs End Points ADDLINK 10 ADD UN 7.306 12.1000 84.86 SUBAREA 10 DL 7.306 12.1000 84.86 DN 7.306 12.1000 84.86 POND 10 IN ROUTE 10 PONDrt UN 7.306 12.1000 84.86 POND 10 IN ROUTE 10 7.305 12.4000 33.20 POND 10 OUT DL 7.305 12.4000 33.20 DN 7.305 12.4000 33.20 OUT 10 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Network Calcs Sequence Page 2.07 Name.... Watershed Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 NETWORK RUNOFF NODE SEQUENCE Runoff Data Apply to Node Receiving Link SCS UH SUBAREA 10 Subarea SUBAREA 10 Add Hyd SUBAREA 10 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Network Calcs Sequence Page 2.08 Name.... Watershed Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 NETWORK ROUTING SEQUENCE Link Operation UPstream Node DNstream Node Add Hyd ADDLINK 10 Subarea SUBAREA 10 Pond POND 10 IN POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond POND 10 IN Outflow POND 10 OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet ROUTE 10 Outflow POND 10 OUT Jct OUT 10 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Design Storms Page 3.01 Name.... Albemarle SCS File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Title... Project Date: 5/5/2009 Project Engineer: craigk Project Title: Watershed Project Comments: DESIGN STORMS SUMMARY Design Storm File,ID =Albemarle SCS Storm Tag Name Dev 2 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 2 yr Total Rainfall Depth= 4.0000 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name Dev 10 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 10 yr Total Rainfall Depth= 6.0000 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name Dev100 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 100 yr Total Rainfall Depth= 8.5000 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Design Storms Page 3.02 Name.... Albemarle SCS Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 DESIGN STORMS SUMMARY Design Storm File,ID =Albemarle SCS Storm Tag Name Dev 2 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 2 yr Total Rainfall Depth= 4.0000 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name Dev 10 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 10 yr Total Rainfall Depth= 6.0000 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name Dev100 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency 100 yr Total Rainfall Depth= 8.5000 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Curve Page 4.01 Name.... Typell 24hr Tag: Dev 2 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw CUMULATIVE RAINFALL FRACTIONS Time 1 Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. 0000 I 000 001 002 003 004 5000 1 005 006 007 008 009 1.0000 1 011 012 013 014 015 1.5000 1 016 017 018 020 021 2.0000 1 022 023 024 026 027 2.5000 1 028 029 031 032 033 3.0000 I 035 036 037 038 040 3.5000 1 041 042 044 045 047 4.0000 1 048 049 051 052 054 4.5000 1 055 057 058 060 061 5.0000 1 063 065 066 068 070 5.5000 1 071 073 075 076 078 6.0000 1 080 082 084 085 087 6.5000 1 089 091 093 095 097 7.0000 1 099 101 103 105 107 7.5000 1 109 111 113 116 118 8.0000 1 120 122 125 127 130 8.5000 1 132 135 138 141 144 9.0000 1 147 150 153 157 160 9.5000 1 163 166 170 173 177 10.0000 1 181 185 189 194 199 10.5000 1 204 209 215 221 228 11.0000 1 235 243 251 261 271 11.5000 1 283 307 354 431 568 12.0000 1 663 682 699 713 725 12.5000 1 735 743 751 759 766 13.0000 1 772 778 784 789 794 13.5000 1 799 804 808 812 816 14.0000 1 820 824 827 831 834 14.5000 1 838 841 844 847 850 15.0000 1 854 856 859 862 865 15.5000 1 868 870 873 875 878 16.0000 1 880 882 885 887 889 16.5000 1 891 893 895 898 900 17.0000 1 902 904 906 908 910 17.5000 1 912 914 915 917 919 18.0000 1 921 923 925 926 928 18.5000 1 930 931 933 935 936 19.0000 1 938 939 941 942 944 19.5000 1 945 947 948 949 951 20.0000 1 952 953 955 956 957 20.5000 1 958 960 961 962 964 21.0000 1 965 966 967 968 970 21.5000 1 971 972 973 975 976 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Curve Page 4.02 Name.... Typell 24hr Tag: Dev 2 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw CUMULATIVE RAINFALL FRACTIONS Time 1 Output Time increment = .1000 hrs hrs i Time on left represents time for first value in each row. 22.0000 1 977 978 979 981 982 22.5000 !983 984 985 986 988 23.0000 1 989 990 991 992 993 23.5000 1 994 996 997 998 999 24.0000 I 1.000 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Cumulative Depth Page 4.03 Name.... Typell 24hr Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 CUMULATIVE RAINFALL DEPTHS (in) Time i Output Time increment = .1000 hrs hrs 1 Time on left represents time for first value in each row. 0000 I 0000 0040 0081 0122 0163 5000 1 0205 0247 0290 0333 0376 1.0000 1 0420 0464 0509 0554 0599 1.5000 1 0645 0691 0738 0785 0832 2.0000 I 0880 0928 0977 1026 1075 2.5000 I 1125 1175 1226 1277 1328 3.0000 1 1380 1432 1485 1538 1591 3.5000 1 1645 1699 1754 1809 1864 4.0000 1 1920 1976 2034 2092 2150 4.5000 i 2210 2270 2332 2394 2456 5.0000 1 2520 2584 2650 2716 2782 5.5000 1 2850 2918 2988 3058 3128 6.0000 1 3200 3272 3346 3420 3494 6.5000 1 3570 3646 3724 3802 3880 7.0000 1 3960 4040 4122 4204 4286 7.5000 1 4370 4454 4540 4626 4712 8.0000 1 4800 4890 4984 5082 5184 8.5000 1 5290 5400 5514 5632 5754 9.0000 1 5880 6008 6136 6264 6392 9.5000 1 6520 6651 6789 6933 7083 10.0000 1 7240 7405 7579 7763 7957 10.5000 1 8160 8376 8608 8856 9120 11.0000 1 9400 9707 1.0053 1.0437 1.0859 11.5000 1 1.1320 1.2274 1.4174 1.7232 2.2714 12.0000 1 2.6520 2.7278 2.7946 2.8522 2.9006 12.5000 1 2.9400 2.9738 3.0054 3.0350 3.0626 13.0000 1 3.0880 3.1118 3.1346 3.1562 3.1766 13.5000 1 3.1960 3.2144 3.2320 3.2488 3.2648 14.0000 1 3.2800 3.2947 3.3090 3.3232 3.3370 14.5000 1 3.3505 3.3638 3.3768 3.3894 3.4019 15.0000 1 3.4140 3.4259 3.4374 3.4488 3.4598 15.5000 1 3.4705 3.4810 3.4912 3.5010 3.5107 16.0000 1 3.5200 3.5292 3.5382 3.5472 3.5560 16.5000 1 3.5648 3.5734 3.5820 3.5904 3.5988 17.0000 1 3.6070 3.6152 3.6232 3.6312 3.6390 17.5000 1 3.6468 3.6544 3.6620 3.6694 3.6768 18.0000 1 3.6840 3.6912 3.6982 3.7052 3.7120 18.5000 1 3.7188 3.7254 3.7320 3.7384 3.7448 19.0000 1 3.7510 3.7572 3.7632 3.7692 3.7750 19.5000 1 3.7808 3.7864 3.7920 3.7974 3.8028 20.0000 1 3.8080 3.8132 3.8184 3.8235 3.8286 20.5000 1 3.8338 3.8388 3.8439 3.8490 3.8540 21.0000 1 3.8590 3.8640 3.8690 3.8739 3.8788 21.5000 1 3.8838 3.8886 3.8935 3.8984 3.9032 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Cumulative Depth Page 4.04 Name.... Typell 24hr Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 CUMULATIVE RAINFALL DEPTHS (in) Time 1 Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. 22.0000 1 3.9080 3.9128 3.9176 3.9223 3.9270 22.5000 1 3.9318 3.9364 3.9411 3.9458 3.9504 23.0000 1 3.9550 3.9596 3.9642 3.9687 3.9732 23.5000 1 3.9778 3.9822 3.9867 3.9912 3.9956 24.0000 I 4.0000 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Curve Page 4.05 Name.... Typell 24hr Tag: Dev 10 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw CUMULATIVE RAINFALL FRACTIONS Time I Output Time increment = .1000 hrs hrs 1 Time on left represents time for first value in each row. 0000 1 000 001 002 003 004 5000 I 005 006 007 008 009 1.0000 I 011 012 013 014 015 1.5000 1 016 017 018 020 021 2.0000 I 022 023 024 026 027 2.5000 1 028 029 031 032 033 3.0000 1 035 036 037 038 040 3.5000 I 041 042 044 045 047 4.0000 I 048 049 051 052 054 4.5000 1 055 057 058 060 061 5.0000 1 063 065 066 068 070 5.5000 1 071 073 075 076 078 6.0000 1 080 082 084 085 087 6.5000 1 089 091 093 095 097 7.0000 1 099 101 103 105 107 7.5000 I 109 111 113 116 118 8.0000 I 120 122 125 127 130 8.5000 1 132 135 138 141 144 9.0000 I 147 150 153 157 160 9.5000 1 163 166 170 173 177 10.0000 )181 185 189 194 199 10.5000 1 204 209 215 221 228 11.0000 1 235 243 251 261 271 11.5000 I 283 307 354 431 568 12.0000 I 663 682 699 713 725 12.5000 1 735 743 751 759 766 13.0000 1 772 778 784 789 794 13.5000 I 799 804 808 812 816 14.0000 I 820 824 827 831 834 14.5000 1 838 841 844 847 850 15.0000 1 854 856 859 862 865 15.5000 1 868 870 873 875 878 16.0000 1 880 882 885 887 889 16.5000 1 891 893 895 898 900 17.0000 1 902 904 906 908 910 17.5000 1 912 914 915 917 919 18.0000 1 921 923 925 926 928 18.5000 1 930 931 933 935 936 19.0000 1 938 939 941 942 944 19.5000 1 945 947 948 949 951 20.0000 1 952 953 955 956 957 20.5000 1 958 960 961 962 964 21.0000 1 965 966 967 968 970 21.5000 1 971 972 973 975 976 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Curve Page 4.06 Name.... Typell 24hr Tag: Dev 10 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw CUMULATIVE RAINFALL FRACTIONS Time 1 Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. 22.0000 1 977 978 979 981 982 22.5000 1 983 984 985 986 988 23.0000 1 989 990 991 992 993 23.5000 I 994 996 997 998 999 24.0000 I 1.000 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Cumulative Depth Page 4.07 Name.... Typell 24hr Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \PondPack \post.ppw Storm... Typell 24hr Tag: Dev 10 CUMULATIVE RAINFALL DEPTHS (in) Time Output Time increment = .1000 hrs hrs Time on left represents time for first value in each row. 0000 0000 0061 0121 0183 0245 5000 0308 0371 0435 0499 0565 1.0000 0630 0697 0763 0831 0899 1.5000 0968 1037 1107 1177 1249 2.0000 1320 1393 1465 1539 1613 2.5000 1688 1763 1839 1915 1993 3.0000 2070 2149 2227 2307 2387 3.5000 2468 2549 2631 2713 2797 4.0000 2880 2965 3050 3137 3226 4.5000 3315 3406 3497 3590 3685 5.0000 3780 3877 3974 4073 4174 5.5000 4275 4378 4481 4586 4693 6.0000 4800 4909 5018 5129 5242 6.5000 5355 5470 5585 5702 5821 7.0000 5940 6061 6182 6305 6430 7.5000 6555 6682 6809 6938 7069 8.0000 7200 7335 7476 7623 7776 8.5000 7935 8100 8271 8448 8631 9.0000 8820 9012 9204 9396 9588 9.5000 9780 9977 1.0183 1.0399 1.0625 10.0000 1.0860 1.1107 1.1369 1.1645 1.1935 10.5000 1.2240 1.2564 1.2912 1.3284 1.3680 11.0000 1.4100 1.4561 1.5079 1.5655 1.6289 11.5000 1.6980 1.8410 2.1262 2.5847 3.4072 12.0000 3.9780 4.0918 4.1918 4.2782 4.3510 12.5000 4.4100 4.4606 4.5082 4.5526 4.5938 13.0000 4.6320 4.6678 4.7018 4.7342 4.7650 13.5000 4.7940 4.8216 4.8480 4.8732 4.8972 14.0000 4.9200 4.9420 4.9636 4.9847 5.0054 14.5000 5.0258 5.0456 5.0651 5.0842 5.1028 15.0000 5.1210 5.1388 5.1562 5.1731 5.1896 15.5000 5.2058 5.2214 5.2367 5.2516 5.2660 16.0000 5.2800 5.2937 5.3073 5.3207 5.3340 16.5000 5.3471 5.3601 5.3729 5.3856 5.3981 17.0000 5.4105 5.4227 5.4348 5.4467 5.4585 17.5000 5.4701 5.4816 5.4929 5.5041 5.5151 18.0000 5.5260 5.5367 5.5473 5.5577 5.5680 18.5000 5.5781 5.5881 5.5979 5.6076 5.6171 19.0000 5.6265 5.6357 5.6448 5.6537 5.6625 19.5000 5.6711 5.6796 5.6879 5.6961 5.7041 20.0000 5.7120 5.7198 5.7275 5.7353 5.7430 20.5000 5.7506 5.7583 5.7659 5.7734 5.7810 21.0000 5.7885 5.7960 5.8034 5.8109 5.8183 21.5000 5.8256 5.8330 5.8403 5.8475 5.8548 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Cumulative Depth Page 4.08 Name.... Typell 24hr Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 CUMULATIVE RAINFALL DEPTHS (in) Time 1 Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. 22.0000 1 5.8620 5.8692 5.8763 5.8835 5.8906 22.5000 1 5.8976 5.9047 5.9117 5.9186 5.9256 23.0000 1 5.9325 5.9394 5.9462 5.9531 5.9599 23.5000 i 5.9666 5.9734 5.9801 5.9867 5.9934 24.0000 1 6.0000 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Curve Page 4.09 Name.... Typell 24hr Tag: Dev100 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw CUMULATIVE RAINFALL FRACTIONS Time I Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each row. 0000 1 000 001 002 003 004 5000 1 005 006 007 008 009 1.0000 1 011 012 013 014 015 1.5000 1 016 017 018 020 021 2.0000 1 022 023 024 026 027 2.5000 I 028 029 031 032 033 3.0000 1 035 036 037 038 040 3.5000 1 041 042 044 045 047 4.0000 1 048 049 051 052 054 4.5000 1 055 057 058 060 061 5.0000 1 063 065 066 068 070 5.5000 1 071 073 075 076 078 6.0000 I 080 082 084 085 087 6.5000 1 089 091 093 095 097 7.0000 I 099 101 103 105 107 7.5000 I 109 111 113 116 118 8.0000 1 120 122 125 127 130 8.5000 I 132 135 138 141 144 9.0000 1 147 150 153 157 160 9.5000 1 163 166 170 173 177 10.0000 1 181 185 189 194 199 10.5000 1 204 209 215 221 228 11.0000 1 235 243 251 261 271 11.5000 1 283 307 354 431 568 12.0000 1 663 682 699 713 725 12.5000 1 735 743 751 759 766 13.0000 I 772 778 784 789 794 13.5000 1 799 804 808 812 816 14.0000 1 820 824 827 831 834 14.5000 1 838 841 844 847 850 15.0000 1 854 856 859 862 865 15.5000 1 868 870 873 875 878 16.0000 I 880 882 885 887 889 16.5000 1 891 893 895 898 900 17.0000 1 902 904 906 908 910 17.5000 1 912 914 915 917 919 18.0000 1 921 923 925 926 928 18.5000 1 930 931 933 935 936 19.0000 1 938 939 941 942 944 19.5000 1 945 947 948 949 951 20.0000 1 952 953 955 956 957 20.5000 1 958 960 961 962 964 21.0000 1 965 966 967 968 970 21.5000 1 971 972 973 975 976 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Curve Page 4.10 Name.... Typell 24hr Tag: Dev100 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw CUMULATIVE RAINFALL FRACTIONS Time 1 Output Time increment = .1000 hrs hrs 1 Time on left represents time for first value in each row. 22.0000 1 977 978 979 981 982 22.5000 1 983 984 985 986 988 23.0000 1 989 990 991 992 993 23.5000 I 994 996 997 998 999 24.0000 1 1.000 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Cumulative Depth Page 4.11 Name.... Typell 24hr Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 CUMULATIVE RAINFALL DEPTHS (in) Time Output Time increment = .1000 hrs hrs Time on left represents time for first value in each row. 0000 0000 0086 0172 0259 0347 5000 0436 0525 0616 0707 0800 1.0000 0893 0987 1081 1177 1273 1.5000 1371 1469 1568 1668 1769 2.0000 1870 1973 2076 2180 2285 2.5000 2391 2497 2605 2713 2823 3.0000 2933 3044 3155 3268 3381 3.5000 3496 3611 3727 3844 3962 4.0000 4080 4200 4321 4445 4570 4.5000 4696 4825 4955 5086 5220 5.0000 5355 5492 5630 5771 5913 5.5000 6056 6202 6349 6497 6648 6.0000 6800 6954 7109 7267 7426 6.5000 7586 7749 7913 8078 8246 7.0000 8415 8586 8758 8933 9109 7.5000 9286 9466 9647 9829 1.0014 8.0000 1.0200 1.0391 1.0591 1.0799 1.1016 8.5000 1.1241 1.1475 1.1717 1.1968 1.2227 9.0000 1.2495 1.2767 1.3039 1.3311 1.3583 9.5000 1.3855 1.4134 1.4426 1.4732 1.5052 10.0000 1.5385 1.5735 1.6106 1.6497 1.6908 10.5000 1.7340 1.7799 1.8292 1.8819 1.9380 11.0000 1.9975 2.0628 2.1362 2.2178 2.3076 11.5000 2.4055 2.6081 3.0121 3.6617 4.8268 12.0000 5.6355 5.7967 5.9384 6.0608 6.1639 12.5000 6.2475 6.3192 6.3866 6.4495 6.5079 13.0000 6.5620 6.6127 6.6609 6.7068 6.7504 13.5000 6.7915 6.8306 6.8680 6.9037 6.9377 14.0000 6.9700 7.0012 7.0317 7.0617 7.0910 14.5000 7.1199 7.1480 7.1756 7.2026 7.2290 15.0000 7.2548 7.2800 7.3046 7.3286 7.3520 15.5000 7.3749 7.3970 7.4187 7.4397 7.4602 16.0000 7.4800 7.4995 7.5187 7.5377 7.5565 16.5000 7.5751 7.5935 7.6117 7.6296 7.6474 17.0000 7.6649 7.6822 7.6993 7.7162 7.7329 17.5000 7.7494 7.7656 7.7817 7.7975 7.8131 18.0000 7.8285 7.8437 7.8587 7.8735 7.8880 18.5000 7.9024 7.9165 7.9304 7.9441 7.9576 19.0000 7.9709 7.9840 7.9968 8.0095 8.0219 19.5000 8.0341 8.0461 8.0579 8.0695 8.0809 20.0000 8.0920 8.1031 8.1140 8.1250 8.1359 20.5000 8.1467 8.1575 8.1683 8.1790 8.1898 21.0000 8.2004 8.2110 8.2215 8.2321 8.2425 21.5000 8.2530 8.2634 8.2737 8.2840 8.2943 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Synthetic Cumulative Depth Page 4.12 Name.... Typell 24hr Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 CUMULATIVE RAINFALL DEPTHS (in) Time I Output Time increment = .1000 hrs hrs 1 Time on left represents time for first value in each row. 22.0000 1 8.3045 8.3147 8.3248 8.3349 8.3450 22.5000 I 8.3550 8.3649 8.3749 8.3847 8.3946 23.0000 1 8.4044 8.4142 8.4238 8.4335 8.4431 23.5000 1 8.4527 8.4623 8.4718 8.4812 8.4907 24.0000 1 8.5000 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Tc Calcs Page 5.01 Name.... SUBAREA 10 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: User Defined Segment #1 Time:3833 hrs Total Tc:3833 hrs S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Tc Calcs Page 5.02 Name.... SUBAREA 10 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Tc Equations used... User Defined =__ Tc = Value entered by user Where: Tc = Time of concentration S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Runoff CN -Area Page 6.01 Name.... SUBAREA 10 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw RUNOFF CURVE NUMBER DATA Impervious Area Adjustment Adjusted Soil /Surface Description CN acres C RUC CN 82 13.840 82.00 COMPOSITE AREA & WEIGHTED CN - - ->13.840 82.00 (82) S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. Equations Page 7.01 Name.... File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.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: lhr /3600sec) * (lft /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 lin. runoff, for lhr, for 1 sq.mi. Ks * A * Q) / Tp where Q = lin. 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:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. Equations Page 7.02 Name.... File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.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:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. Summary Page 7.03 Name.... SUBAREA 10 Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF - Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 2 year storm Duration 24.0000 hrs Rain Depth = 4.0000 in Rain Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Rain File -ID = TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ HYG File - ID = work_pad.hyg - SUBAREA 10 Dev 2 Tc 3833 hrs Drainage Area = 13.840 acres Runoff CN= 82 Computational Time Increment 05111 hrs Computed Peak Time 12.1123 hrs Computed Peak Flow 30.39 cfs Time Increment for HYG File 0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 30.01 cfs DRAINAGE AREA ID:SUBAREA 10 CN 82 Area =13.840 acres S 2.1951 in 0.2S = 4390 in Cumulative Runoff 2.2030 in 2.541 ac -ft HYG Volume...2.540 ac -ft (area under HYG curve) SCS UNIT HYDROGRAPH PARAMETERS * * * ** Time Concentration, Tc = 38330 hrs (ID: SUBAREA 10) Computational Incr, Tm = 05111 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 = 40.91 cfs Unit peak time Tp = 25553 hrs Unit receding limb, Tr = 1.02213 hrs Total unit time, Tb = 1.27767 hrs S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. (HYG output)Page 7.04 Name.... SUBAREA 10 Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 2 year storm Duration 24.0000 hrs Rain Depth = 4.0000 in Rain Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Rain File -ID = Typell 24hr Unit Hyd Type = Default Curvilinear HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ HYG File - ID = work_pad.hyg - SUBAREA 10 Dev 2 Tc 3833 hrs Drainage Area = 13.840 acres Runoff CN= 82 Calc.Increment= .05111 hrs Out.Incr.= .0500 hrs HYG Volume 2.540 ac -ft HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 7.6500 I 00 00 00 00 01 7.9000 1 01 01 02 02 03 8.1500 1 03 04 04 05 05 8.4000 I 06 06 07 08 09 8.6500 1 09 10 11 12 13 8.9000 1 14 15 15 16 18 9.1500 1 19 20 21 22 22 9.4000 1 23 24 25 26 27 9.6500 1 28 29 30 31 33 9.9000 1 34 36 37 39 41 10.1500 1 43 45 47 49 52 10.4000 1 54 57 60 63 66 10.6500 1 69 73 77 81 85 10.9000 1 90 95 1.00 1.06 1.12 11.1500 1 1.18 1.26 1.34 1.44 1.54 11.4000 1 1.65 1.78 1.91 2.09 2.37 11.6500 1 2.89 3.74 5.11 7.09 9.97 11.9000 1 13.89 18.78 23.91 27.98 30.01 12.1500 1 29.58 27.02 23.34 19.52 16.13 12.4000 1 13.42 11.37 9.76 8.46 7.40 12.6500 1 6.53 5.82 5.25 4.78 4.41 12.9000 1 4.10 3.85 3.63 3.44 3.27 13.1500 1 3.12 3.00 2.89 2.80 2.71 13.4000 1 2.64 2.56 2.50 2.43 2.37 13.6500 1 2.30 2.25 2.19 2.14 2.09 13.9000 1 2.04 1.99 1.95 1.90 1.86 14.1500 1 1.82 1.78 1.74 1.71 1.69 14.4000 1 1.67 1.64 1.63 1.61 1.59 14.6500 1 1.57 1.56 1.54 1.53 1.51 14.9000 1 1.50 1.48 1.47 1.45 1.43 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. (HYG output)Page 7.05 Name.... SUBAREA 10 Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 15.1500 1.42 1.40 1.39 1.37 1.36 15.4000 1.34 1.33 1.31 1.30 1.28 15.6500 1.27 1.25 1.24 1.22 1.20 15.9000 1.19 1.17 1.16 1.14 1.13 16.1500 1.11 1.10 1.09 1.08 1.07 16.4000 1.06 1.05 1.04 1.04 1.03 16.6500 1.03 1.02 1.01 1.01 1.00 16.9000 1.00 99 99 98 98 17.1500 97 96 96 95 95 17.4000 94 94 93 93 92 17.6500 91 91 90 90 89 17.9000 89 88 88 87 86 18.1500 86 85 85 84 84 18.4000 83 82 82 81 81 18.6500 80 80 79 79 78 18.9000 77 77 76 76 75 19.1500 75 74 73 73 72 19.4000 72 71 71 70 69 19.6500 69 68 68 67 67 19.9000 66 65 65 64 64 20.1500 63 63 62 62 62 20.4000 61 61 61 61 61 20.6500 61 60 60 60 60 20.9000 60 60 60 60 60 21.1500 59 59 59 59 59 21.4000 59 59 59 59 58 21.6500 58 58 58 58 58 21.9000 58 58 58 57 57 22.1500 57 57 57 57 57 22.4000 57 57 56 56 56 22.6500 56 56 56 56 56 22.9000 56 55 55 55 55 23.1500 55 55 55 55 55 23.4000 54 54 54 54 54 23.6500 54 54 54 54 53 23.9000 53 53 53 52 49 24.1500 44 38 30 23 17 24.4000 12 09 06 05 03 24.6500 02 02 01 01 01 24.9000 00 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. Summary Page 7.06 Name.... SUBAREA 10 Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 year storm Duration 24.0000 hrs Rain Depth = 6.0000 in Rain Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Rain File -ID = Typell 24hr Unit Hyd Type = Default Curvilinear HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ HYG File - ID = work_pad.hyg - SUBAREA 10 Dev 10 Tc 3833 hrs Drainage Area = 13.840 acres Runoff CN= 82 Computational Time Increment 05111 hrs Computed Peak Time 12.1123 hrs Computed Peak Flow 54.67 cfs Time Increment for HYG File 0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 54.15 cfs DRAINAGE AREA ID:SUBAREA 10 CN 82 Area =13.840 acres S 2.1951 in 0.2S = 4390 in Cumulative Runoff 3.9871 in 4.598 ac -ft HYG Volume...4.598 ac -ft (area under HYG curve) SCS UNIT HYDROGRAPH PARAMETERS * * * ** Time Concentration, Tc = 38330 hrs (ID: SUBAREA 10) Computational Incr, Tm = 05111 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 = 40.91 cfs Unit peak time Tp = 25553 hrs Unit receding limb, Tr = 1.02213 hrs Total unit time, Tb = 1.27767 hrs S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. (HYG output)Page 7.07 Name.... SUBAREA 10 Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 year storm Duration 24.0000 hrs Rain Depth = 6.0000 in Rain Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Rain File -ID = Typell 24hr Unit Hyd Type = Default Curvilinear HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ HYG File - ID = work_pad.hyg - SUBAREA 10 Dev 10 Tc 3833 hrs Drainage Area = 13.840 acres Runoff CN= 82 Calc.Increment= .05111 hrs Out.Incr.= .0500 hrs HYG Volume 4.598 ac -ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 5.7500 00 00 00 01 01 6.0000 02 02 03 03 04 6.2500 05 06 06 07 08 6.5000 08 09 10 11 12 6.7500 12 13 14 15 15 7.0000 16 17 18 19 20 7.2500 20 21 22 23 24 7.5000 25 26 27 27 28 7.7500 29 30 31 32 33 8.0000 34 35 36 37 38 8.2500 39 40 42 43 45 8.5000 47 49 51 52 54 8.7500 57 59 61 63 65 9.0000 68 70 72 75 77 9.2500 79 81 82 84 86 9.5000 87 89 90 92 94 9.7500 96 98 1.01 1.04 1.08 10.0000 1.11 1.15 1.19 1.23 1.27 10.2500 1.32 1.37 1.43 1.48 1.54 10.5000 1.60 1.66 1.73 1.80 1.87 10.7500 1.95 2.04 2.13 2.23 2.33 11.0000 2.43 2.54 2.66 2.80 2.94 11.2500 3.11 3.30 3.51 3.74 3.98 11.5000 4.24 4.60 5.14 6.18 7.88 11.7500 10.57 14.36 19.75 26.87 35.52 12.0000 44.36 51.11 54.15 52.87 47.95 12.2500 41.18 34.27 28.18 23.36 19.69 12.5000 16.84 14.54 12.66 11.14 9.90 12.7500 8.89 8.08 7.43 6.90 6.46 13.0000 6.09 5.76 5.47 5.21 5.00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. (HYG output)Page 7.08 Name.... SUBAREA 10 Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 13.2500 I 4.82 4.66 4.52 4.39 4.26 13.5000 1 4.15 4.04 3.93 3.82 3.73 13.7500 I 3.63 3.54 3.46 3.38 3.30 14.0000 !3.22 3.14 3.07 3.00 2.94 14.2500 1 2.88 2.83 2.79 2.75 2.71 14.5000 1 2.68 2.65 2.62 2.60 2.57 14.7500 I 2.54 2.52 2.49 2.46 2.44 15.0000 1 2.41 2.39 2.36 2.33 2.31 15.2500 I 2.28 2.26 2.23 2.21 2.18 15.5000 1 2.16 2.13 2.10 2.08 2.05 15.7500 I 2.03 2.00 1.97 1.95 1.92 16.0000 1 1.90 1.87 1.85 1.82 1.80 16.2500 I 1.78 1.76 1.75 1.73 1.72 16.5000 1 1.71 1.70 1.69 1.68 1.67 16.7500 1 1.66 1.65 1.64 1.63 1.62 17.0000 1 1.61 1.60 1.59 1.58 1.57 17.2500 1 1.57 1.56 1.55 1.54 1.53 17.5000 1 1.52 1.51 1.50 1.49 1.48 17.7500 1 1.47 1.46 1.45 1.45 1.44 18.0000 I 1.43 1.42 1.41 1.40 1.39 18.2500 1 1.38 1.37 1.36 1.35 1.34 18.5000 1 1.33 1.32 1.32 1.31 1.30 18.7500 (1.29 1.28 1.27 1.26 1.25 19.0000 1 1.24 1.23 1.22 1.21 1.20 19.2500 1 1.19 1.18 1.17 1.17 1.16 19.5000 1 1.15 1.14 1.13 1.12 1.11 19.7500 I 1.10 1.09 1.08 1.07 1.06 20.0000 1 1.05 1.04 1.03 1.03 1.02 20.2500 1 1.01 1.01 1.00 1.00 99 20.5000 I 99 99 99 98 98 20.7500 1 98 98 97 97 97 21.0000 1 97 97 97 96 96 21.2500 1 96 96 96 95 95 21.5000 )95 95 95 95 94 21.7500 1 94 94 94 94 93 22.0000 1 93 93 93 93 93 22.2500 I 92 92 92 92 92 22.5000 I 91 91 91 91 91 22.7500 1 90 90 90 90 90 23.0000 I 90 89 89 89 89 23.2500 1 89 88 88 88 88 23.5000 1 88 88 87 87 87 23.7500 1 87 87 86 86 86 24.0000 1 86 84 79 72 61 24.2500 1 49 37 27 20 14 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. (HYG output)Page 7.09 Name.... SUBAREA 10 Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 24.5000 I 10 07 05 04 03 24.7500 1 02 01 01 01 00 25.0000 1 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. Summary Page 7.10 Name.... SUBAREA 10 Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration 24.0000 hrs Rain Depth = 8.5000 in Rain Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Rain File -ID = Typell 24hr Unit Hyd Type = Default Curvilinear HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ HYG File - ID = work_pad.hyg - SUBAREA 10 Dev100 Tc 3833 hrs Drainage Area = 13.840 acres Runoff CN= 82 Computational Time Increment 05111 hrs Computed Peak Time 12.1123 hrs Computed Peak Flow 85.53 cfs Time Increment for HYG File 0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 84.86 cfs DRAINAGE AREA ID:SUBAREA 10 CN 82 Area =13.840 acres S 2.1951 in 0.2S = 4390 in Cumulative Runoff 6.3357 in 7.307 ac -ft HYG Volume...7.306 ac -ft (area under HYG curve) SCS UNIT HYDROGRAPH PARAMETERS * * * ** Time Concentration, Tc = 38330 hrs (ID: SUBAREA 10) Computational Incr, Tm = 05111 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 = 40.91 cfs Unit peak time Tp = 25553 hrs Unit receding limb, Tr = 1.02213 hrs Total unit time, Tb = 1.27767 hrs S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. (HYG output)Page 7.11 Name.... SUBAREA 10 Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration 24.0000 hrs Rain Depth = 8.5000 in Rain Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Rain File -ID = Typell 24hr Unit Hyd Type = Default Curvilinear HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ HYG File - ID = work_pad.hyg - SUBAREA 10 Dev100 Tc 3833 hrs Drainage Area = 13.840 acres Runoff CN= 82 Calc.Increment= .05111 hrs Out.Incr.= .0500 hrs HYG Volume 7.306 ac -ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 4.3500 00 00 00 01 01 4.6000 02 02 03 04 05 4.8500 06 07 08 09 10 5.1000 11 12 13 14 16 5.3500 17 18 19 20 21 5.6000 23 24 25 26 27 5.8500 29 30 31 32 34 6.1000 35 36 37 39 40 6.3500 41 43 44 45 47 6.6000 48 49 51 52 54 6.8500 55 56 58 59 61 7.1000 62 63 65 66 68 7.3500 69 71 72 74 75 7.6000 77 78 79 81 82 7.8500 84 85 87 89 90 8.1000 92 93 95 98 1.00 8.3500 1.03 1.06 1.09 1.12 1.16 8.6000 1.19 1.23 1.27 1.30 1.34 8.8500 1.38 1.42 1.46 1.51 1.55 9.1000 1.59 1.63 1.67 1.70 1.73 9.3500 1.76 1.79 1.81 1.83 1.85 9.6000 1.87 1.90 1.93 1.96 2.00 9.8500 2.05 2.11 2.16 2.23 2.29 10.1000 2.36 2.43 2.51 2.59 2.68 10.3500 2.77 2.86 2.96 3.07 3.17 10.6000 3.28 3.40 3.53 3.66 3.81 10.8500 3.96 4.12 4.29 4.47 4.66 11.1000 4.85 5.07 5.32 5.60 5.91 11.3500 6.26 6.64 7.04 7.46 8.05 11.6000 8.95 10.68 13.48 17.89 24.06 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. (HYG output)Page 7.12 Name.... SUBAREA 10 Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time J Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 11.8500 J 32.65 43.84 57.20 70.64 80.66 12.1000 1 84.86 82.39 74.40 63.67 52.84 12.3500 1 43.34 35.83 30.12 25.69 22.13 12.6000 I 19.23 16.88 14.97 13.43 12.19 12.8500 I 11.19 10.38 9.71 9.13 8.63 13.1000 1 8.19 7.81 7.48 7.20 6.97 13.3500 I 6.75 6.55 6.37 6.19 6.02 13.6000 1 5.86 5.71 5.56 5.42 5.28 13.8500 I 5.15 5.03 4.91 4.80 4.68 14.1000 1 4.57 4.47 4.38 4.29 4.21 14.3500 1 4.15 4.09 4.04 3.99 3.94 14.6000 1 3.90 3.86 3.82 3.78 3.74 14.8500 I 3.70 3.66 3.62 3.58 3.54 15.1000 I 3.50 3.47 3.43 3.39 3.35 15.3500 1 3.31 3.27 3.24 3.20 3.16 15.6000 1 3.12 3.08 3.04 3.00 2.97 15.8500 1 2.93 2.89 2.85 2.81 2.77 16.1000 1 2.73 2.70 2.67 2.64 2.61 16.3500 1 2.59 2.57 2.55 2.53 2.51 16.6000 1 2.50 2.48 2.47 2.45 2.44 16.8500 1 2.43 2.41 2.40 2.38 2.37 17.1000 1 2.36 2.34 2.33 2.31 2.30 17.3500 1 2.29 2.27 2.26 2.25 2.23 17.6000 1 2.22 2.20 2.19 2.18 2.16 17.8500 1 2.15 2.14 2.12 2.11 2.09 18.1000 1 2.08 2.07 2.05 2.04 2.02 18.3500 1 2.01 2.00 1.98 1.97 1.95 18.6000 I 1.94 1.93 1.91 1.90 1.89 18.8500 1 1.87 1.86 1.84 1.83 1.82 19.1000 1 1.80 1.79 1.77 1.76 1.75 19.3500 1 1.73 1.72 1.70 1.69 1.68 19.6000 1 1.66 1.65 1.63 1.62 1.61 19.8500 1 1.59 1.58 1.56 1.55 1.54 20.1000 1 1.52 1.51 1.50 1.49 1.48 20.3500 1 1.47 1.47 1.46 1.46 1.45 20.6000 1 1.45 1.45 1.44 1.44 1.44 20.8500 1 1.44 1.43 1.43 1.43 1.42 21.1000 1 1.42 1.42 1.42 1.41 1.41 21.3500 1 1.41 1.41 1.40 1.40 1.40 21.6000 1 1.39 1.39 1.39 1.39 1.38 21.8500 1 1.38 1.38 1.38 1.37 1.37 22.1000 1 1.37 1.36 1.36 1.36 1.36 22.3500 1 1.35 1.35 1.35 1.34 1.34 22.6000 1 1.34 1.34 1.33 1.33 1.33 22.8500 1 1.33 1.32 1.32 1.32 1.31 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Unit Hyd. (HYG output)Page 7.13 Name.... SUBAREA 10 Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 23.1000 1 1.31 1.31 1.31 1.30 1.30 23.3500 i 1.30 1.30 1.29 1.29 1.29 23.6000 1 1.28 1.28 1.28 1.28 1.27 23.8500 1 1.27 1.27 1.26 1.26 1.23 24.1000 1 1.17 1.05 89 71 54 24.3500 1 40 29 21 15 11 24.6000 1 08 06 04 03 02 24.8500 1 01 01 01 00 00 25.1000 1 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.01 Name.... OUT 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT 10 HYG Directory: S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag ROUTE 10 POND 10 IN work_pad.hyg ROUTE 10 Dev 2 INFLOWS TO: OUT 10 Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg ROUTE 10 Dev 2 2.539 13.7000 2.21 TOTAL FLOW INTO: OUT 10 Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg OUT 10 Dev 2 2.539 13.7000 2.21 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.02 Name.... OUT 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TOTAL NODE INFLOW... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work _pad.hyg HYG ID OUT 10 HYG Tag Dev 2 Peak Discharge =2.21 cfs Time to Peak 13.7000 hrs HYG Volume 2.539 ac -ft HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 8.0500 1 00 00 00 00 00 8.3000 I 00 00 00 01 01 8.5500 1 01 01 01 01 01 8.8000 I 01 01 02 02 02 9.0500 1 02 02 03 03 03 9.3000 1 03 04 04 04 04 9.5500 I 05 05 05 06 06 9.8000 1 06 07 07 07 08 10.0500 1 08 09 09 10 10 10.3000 1 11 11 12 12 13 10.5500 1 14 15 15 16 17 10.8000 1 18 19 20 21 22 11.0500 1 23 24 25 27 28 11.3000 1 30 31 33 35 37 11.5500 1 40 42 45 49 54 11.8000 1 59 68 80 95 1.10 12.0500 1 1.27 1.43 1.57 1.70 1.80 12.3000 1 1.87 1.93 1.98 2.02 2.04 12.5500 1 2.07 2.09 2.10 2.11 2.12 12.8000 1 2.13 2.14 2.15 2.15 2.16 13.0500 1 2.16 2.17 2.17 2.17 2.18 13.3000 1 2.18 2.18 2.18 2.18 2.18 13.5500 1 2.19 2.20 2.21 2.21 2.21 13.8000 1 2.21 2.21 2.20 2.19 2.18 14.0500 1 2.18 2.18 2.18 2.18 2.18 14.3000 1 2.18 2.18 2.17 2.17 2.17 14.5500 1 2.17 2.17 2.17 2.16 2.16 14.8000 1 2.16 2.16 2.16 2.15 2.15 15.0500 1 2.15 2.15 2.14 2.14 2.14 15.3000 1 2.14 2.13 2.13 2.13 2.13 15.5500 1 2.12 2.12 2.12 2.12 2.11 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.03 Name.... OUT 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 15.8000 1 2.11 2.11 2.11 2.10 2.10 16.0500 1 2.10 2.09 2.09 2.09 2.08 16.3000 I 2.08 2.08 2.07 2.07 2.07 16.5500 I 2.06 2.06 2.06 2.05 2.05 16.8000 I 2.05 2.04 2.04 2.04 2.03 17.0500 1 2.03 2.03 2.02 2.02 2.02 17.3000 1 2.01 2.01 2.00 2.00 2.00 17.5500 1 1.99 1.99 1.99 1.98 1.98 17.8000 1 1.97 1.97 1.97 1.96 1.96 18.0500 1 1.95 1.95 1.95 1.94 1.94 18.3000 1 1.93 1.93 1.93 1.92 1.92 18.5500 1 1.91 1.91 1.91 1.90 1.90 18.8000 1 1.89 1.89 1.89 1.88 1.88 19.0500 1 1.87 1.87 1.87 1.86 1.86 19.3000 1 1.85 1.85 1.85 1.84 1.84 19.5500 1 1.83 1.83 1.82 1.82 1.81 19.8000 1 1.81 1.80 1.80 1.79 1.79 20.0500 1 1.78 1.78 1.77 1.77 1.76 20.3000 1 1.76 1.76 1.75 1.75 1.74 20.5500 1 1.74 1.73 1.73 1.72 1.72 20.8000 1 1.71 1.71 1.70 1.70 1.69 21.0500 1 1.69 1.69 1.68 1.68 1.67 21.3000 1 1.67 1.66 1.66 1.65 1.65 21.5500 1 1.64 1.64 1.63 1.63 1.62 21.8000 1 1.62 1.61 1.61 1.60 1.60 22.0500 1 1.59 1.59 1.58 1.58 1.57 22.3000 1 1.57 1.56 1.56 1.55 1.55 22.5500 1 1.54 1.54 1.53 1.53 1.52 22.8000 1 1.52 1.51 1.51 1.50 1.50 23.0500 1 1.49 1.49 1.48 1.48 1.47 23.3000 1 1.47 1.47 1.46 1.46 1.45 23.5500 1 1.45 1.44 1.44 1.43 1.43 23.8000 1 1.42 1.42 1.41 1.41 1.40 24.0500 1 1.40 1.39 1.39 1.38 1.37 24.3000 1 1.37 1.36 1.35 1.35 1.34 24.5500 1 1.33 1.32 1.32 1.31 1.30 24.8000 1 1.29 1.29 1.28 1.27 1.26 25.0500 1 1.26 1.25 1.24 1.23 1.23 25.3000 1 1.22 1.21 1.20 1.20 1.19 25.5500 1 1.18 1.17 1.16 1.15 1.14 25.8000 1 1.14 1.13 1.12 1.11 1.10 26.0500 1 1.09 1.09 1.08 1.07 1.06 26.3000 1 1.05 1.05 1.04 1.03 1.02 26.5500 1 1.01 1.01 1.00 99 98 26.8000 1 98 97 96 95 95 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.04 Name.... OUT 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 27.0500 94 93 93 92 91 27.3000 91 90 89 88 87 27.5500 86 85 84 83 83 27.8000 82 81 80 79 78 28.0500 77 77 76 75 74 28.3000 73 73 72 71 70 28.5500 69 69 68 67 67 28.8000 66 65 64 64 63 29.0500 62 62 61 60 60 29.3000 59 58 58 57 57 29.5500 56 55 55 54 54 29.8000 53 53 52 51 51 30.0500 50 50 49 48 48 30.3000 47 46 46 45 44 30.5500 44 43 43 42 41 30.8000 41 40 40 39 39 31.0500 38 38 37 36 36 31.3000 35 35 34 34 34 31.5500 33 33 32 32 31 31.8000 31 30 30 30 29 32.0500 29 28 28 28 27 32.3000 27 26 26 26 25 32.5500 25 25 24 24 24 32.8000 23 23 23 22 22 33.0500 22 21 21 21 20 33.3000 20 20 20 19 19 33.5500 19 19 18 18 18 33.8000 17 17 17 17 17 34.0500 16 16 16 16 15 34.3000 15 15 15 15 14 34.5500 14 14 14 14 13 34.8000 13 13 13 13 12 35.0500 12 12 12 12 12 35.3000 11 11 11 11 11 35.5500 11 11 10 10 10 35.8000 10 10 10 10 09 36.0500 09 09 09 09 09 36.3000 09 09 08 08 08 36.5500 08 08 08 08 08 36.8000 07 07 07 07 07 37.0500 07 07 07 07 07 37.3000 07 06 06 06 06 37.5500 06 06 06 06 06 37.8000 06 06 05 05 05 38.0500 05 05 05 05 05 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.05 Name.... OUT 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 38.3000 1 05 05 05 05 05 38.5500 1 05 05 04 04 04 38.8000 1 04 04 04 04 04 39.0500 1 04 04 04 04 04 39.3000 I 04 04 04 04 03 39.5500 I 03 03 03 03 03 39.8000 1 03 03 03 03 03 40.0500 1 03 03 03 03 03 40.3000 I 03 03 03 03 03 40.5500 1 03 03 03 02 02 40.8000 1 02 02 02 02 02 41.0500 1 02 02 02 02 02 41.3000 1 02 02 02 02 02 41.5500 1 02 02 02 02 02 41.8000 1 02 02 02 02 02 42.0500 1 02 02 02 02 02 42.3000 1 02 02 02 02 01 42.5500 I 01 01 01 01 01 42.8000 1 01 01 01 01 01 43.0500 I 01 01 01 01 01 43.3000 1 01 01 01 01 01 43.5500 1 01 01 01 01 01 43.8000 1 01 01 01 01 01 44.0500 1 01 01 01 01 01 44.3000 1 01 01 01 01 01 44.5500 1 01 01 01 01 01 44.8000 1 01 01 01 01 01 45.0500 1 01 01 01 01 01 45.3000 1 01 01 01 01 01 45.5500 1 01 01 01 01 01 45.8000 1 01 01 01 01 01 46.0500 1 01 01 01 01 01 46.3000 1 01 01 00 00 00 46.5500 1 00 00 00 00 00 46.8000 1 00 00 00 00 00 47.0500 1 00 00 00 00 00 47.3000 1 00 00 00 00 00 47.5500 1 00 00 00 00 00 47.8000 1 00 00 00 00 00 48.0500 1 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.06 Name.... OUT 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT 10 HYG Directory: S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag ROUTE 10 POND 10 IN work_pad.hyg ROUTE 10 Dev 10 INFLOWS TO: OUT 10 Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg ROUTE 10 Dev 1.0 4.597 12.6000 12.17 TOTAL FLOW INTO: OUT 10 Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg OUT 10 Dev 10 4.597 12.6000 12.17 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.07 Name.... OUT 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TOTAL NODE INFLOW... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID OUT 10 HYG Tag Dev 10 Peak Discharge =12.17 cfs Time to Peak 12.6000 hrs HYG Volume 4.597 ac -ft HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 6.0500 1 00 00 00 00 00 6.3000 1 00 00 00 01 01 6.5500 I 01 01 01 01 01 6.8000 1 02 02 02 02 02 7.0500 1 02 03 03 03 03 7.3000 I 04 04 04 04 05 7.5500 1 05 05 06 06 06 7.8000 I 07 07 07 08 08 8.0500 1 08 09 09 09 10 8.3000 1 10 11 11 12 12 8.5500 1 13 13 14 14 15 8.8000 1 15 16 17 17 18 9.0500 1 19 19 20 21 22 9.3000 1 23 23 24 25 26 9.5500 1 27 28 29 30 30 9.8000 1 31 32 33 34 35 10.0500 1 36 38 39 40 41 10.3000 1 43 44 45 47 48 10.5500 1 50 51 53 54 55 10.8000 1 57 59 60 62 64 11.0500 1 66 68 70 72 75 11.3000 1 78 80 83 87 90 11.5500 1 93 96 99 1.04 1.10 11.8000 1 1.18 1.28 1.41 1.56 1.74 12.0500 1 1.92 2.09 3.27 5.93 8.78 12.3000 1 10.05 10.91 11.49 11.80 12.01 12.5500 I 12.12 12.17 12.16 12.11 12.02 12.8000 1 11.91 11.78 11.63 11.48 11.30 13.0500 I 11.08 10.85 10.63 10.40 10.18 13.3000 1 9.96 9.74 9.52 9.31 9.10 13.5500 1 8.84 8.48 8.14 7.82 7.51 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.08 Name.... OUT 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 13.8000 7.22 6.95 6.69 6.44 6.21 14.0500 5.98 5.77 5.57 5.38 5.20 14.3000 5.02 4.86 4.72 4.63 4.54 14.5500 4.45 4.36 4.28 4.20 4.12 14.8000 4.04 3.97 3.90 3.83 3.76 15.0500 3.70 3.64 3.57 3.51 3.46 15.3000 3.40 3.35 3.29 3.24 3.19 15.5500 3.14 3.09 3.04 3.00 2.95 15.8000 2.91 2.86 2.82 2.78 2.74 16.0500 2.70 2.66 2.62 2.58 2.54 16.3000 2.50 2.47 2.43 2.40 2.37 16.5500 2.34 2.30 2.28 2.25 2.22 16.8000 2.19 2.18 2.18 2.18 2.18 17.0500 2.18 2.17 2.17 2.17 2.17 17.3000 2.17 2.16 2.16 2.16 2.16 17.5500 2.16 2.15 2.15 2.15 2.15 17.8000 2.15 2.14 2.14 2.14 2.14 18.0500 2.13 2.13 2.13 2.13 2.13 18.3000 2.12 2.12 2.12 2.12 2.11 18.5500 2.11 2.11 2.11 2.10 2.10 18.8000 2.10 2.10 2.09 2.09 2.09 19.0500 2.08 2.08 2.08 2.08 2.07 19.3000 2.07 2.07 2.06 2.06 2.06 19.5500 2.06 2.05 2.05 2.05 2.04 19.8000 2.04 2.04 2.04 2.03 2.03 20.0500 2.03 2.02 2.02 2.02 2.01 20.3000 2.01 2.00 2.00 2.00 1.99 20.5500 1.99 1.99 1.98 1.98 1.98 20.8000 1.97 1.97 1.96 1.96 1.96 21.0500 1.95 1.95 1.95 1.94 1.94 21.3000 1.94 1.93 1.93 1.93 1.92 21.5500 1.92 1.91 1.91 1.91 1.90 21.8000 1.90 1.90 1.89 1.89 1.89 22.0500 1.88 1.88 1.88 1.87 1.87 22.3000 1.87 1.86 1.86 1.86 1.85 22.5500 1.85 1.84 1.84 1.84 1.83 22.8000 1.83 1.83 1.82 1.82 1.81 23.0500 1.81 1.81 1.80 1.80 1.80 23.3000 1.79 1.79 1.78 1.78 1.78 23.5500 1.77 1.77 1.77 1.76 1.76 23.8000 1.75 1.75 1.75 1.74 1.74 24.0500 1.74 1.73 1.73 1.72 1.72 24.3000 1.71 1.71 1.70 1.69 1.69 24.5500 1.68 1.67 1.67 1.66 1.65 24.8000 1.65 1.64 1.63 1.62 1.61 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.09 Name.... OUT 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 25.0500 1 1.61 1.60 1.59 1.58 1.57 25.3000 1 1.57 1.56 1.55 1.54 1.53 25.5500 1 1.53 1.52 1.51 1.50 1.50 25.8000 1 1.49 1.48 1.47 1.47 1.46 26.0500 1 1.45 1.45 1.44 1.43 1.42 26.3000 1 1.41 1.40 1.40 1.39 1.38 26.5500 1 1.37 1.36 1.36 1.35 1.34 26.8000 I 1.33 1.32 1.32 1.31 1.30 27.0500 1 1.29 1.29 1.28 1.27 1.26 27.3000 1 1.26 1.25 1.24 1.23 1.23 27.5500 1 1.22 1.21 1.20 1.20 1.19 27.8000 1 1.18 1.17 1.16 1.15 1.14 28.0500 1 1.14 1.13 1.12 1.11 1.10 28.3000 1 1.09 1.09 1.08 1.07 1.06 28.5500 1 1.05 1.05 1.04 1.03 1.02 28.8000 1 1.01 1.01 1.00 99 98 29.0500 1 98 97 96 95 95 29.3000 1 94 93 93 92 91 29.5500 1 91 90 89 88 87 29.8000 1 86 85 84 83 83 30.0500 I 82 81 80 79 78 30.3000 1 77 77 76 75 74 30.5500 1 73 73 72 71 70 30.8000 1 69 69 68 67 67 31.0500 1 66 65 64 64 63 31.3000 1 62 62 61 60 60 31.5500 1 59 59 58 57 57 31.8000 1 56 55 55 54 54 32.0500 1 53 53 52 51 51 32.3000 1 50 50 49 48 48 32.5500 1 47 46 46 45 44 32.8000 1 44 43 43 42 41 33.0500 I 41 40 40 39 39 33.3000 1 38 38 37 36 36 33.5500 1 35 35 34 34 34 33.8000 1 33 33 32 32 31 34.0500 1 31 30 30 30 29 34.3000 1 29 28 28 28 27 34.5500 1 27 26 26 26 25 34.8000 1 25 25 24 24 24 35.0500 1 23 23 23 22 22 35.3000 1 22 21 21 21 20 35.5500 1 20 20 20 19 19 35.8000 1 19 19 18 18 18 36.0500 1 18 17 17 17 17 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.10 Name.... OUT 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 36.3000 16 16 16 16 15 36.5500 15 15 15 15 14 36.8000 14 14 14 14 13 37.0500 13 13 13 13 12 37.3000 12 12 12 12 12 37.5500 11 11 11 11 11 37.8000 11 11 10 10 10 38.0500 10 10 10 10 09 38.3000 09 09 09 09 09 38.5500 09 09 08 08 08 38.8000 08 08 08 08 08 39.0500 07 07 07 07 07 39.3000 07 07 07 07 07 39.5500 07 06 06 06 06 39.8000 06 06 06 06 06 40.0500 06 06 05 05 05 40.3000 05 05 05 05 05 40.5500 05 05 05 05 05 40.8000 05 05 04 04 04 41.0500 04 04 04 04 04 41.3000 04 04 04 04 04 41.5500 04 04 04 04 03 41.8000 03 03 03 03 03 42.0500 03 03 03 03 03 42.3000 03 03 03 03 03 42.5500 03 03 03 03 03 42.8000 03 03 03 02 02 43.0500 02 02 02 02 02 43.3000 02 02 02 02 02 43.5500 02 02 02 02 02 43.8000 02 02 02 02 02 44.0500 02 02 02 02 02 44.3000 02 02 02 02 02 44.5500 02 02 02 02 01 44.8000 01 01 01 01 01 45.0500 01 01 01 01 01 45.3000 01 01 01 01 01 45.5500 01 01 01 01 01 45.8000 01 01 01 01 01 46.0500 01 01 01 01 01 46.3000 01 01 01 01 01 46.5500 01 01 01 01 01 46.8000 01 01 01 01 01 47.0500 01 01 01 01 01 47.3000 01 01 01 01 01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.11 Name.... OUT 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 47.5500 i 01 01 01 01 01 47.8000 (01 01 01 01 01 48.0500 1 01 01 01 01 01 48.3000 i 01 01 01 01 01 48.5500 1 01 01 00 00 00 48.8000 1 00 00 00 00 00 49.0500 I 00 00 00 00 00 49.3000 I 00 00 00 00 00 49.5500 I 00 00 00 00 00 49.8000 1 00 00 00 00 00 50.0500 1 00 00 00 00 00 50.3000 1 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.12 Name.... OUT 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT 10 HYG Directory: S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag ROUTE 10 POND 10 IN work_pad.hyg ROUTE 10 Dev100 INFLOWS TO: OUT 10 Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg ROUTE 10 Dev100 7.305 12.4000 33.20 TOTAL FLOW INTO: OUT 10 Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg OUT 10 Dev100 7.305 12.4000 33.20 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.13 Name.... OUT 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TOTAL NODE INFLOW... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID OUT 10 HYG Tag Dev100 Peak Discharge =33.20 cfs Time to Peak 12.4000 hrs HYG Volume 7.305 ac -ft HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 4.6500 1 00 00 00 00 00 4.9000 1 00 00 01 01 01 5.1500 I 01 01 01 02 02 5.4000 1 02 02 02 03 03 5.6500 1 03 04 04 04 05 5.9000 1 05 05 06 06 06 6.1500 1 07 07 08 08 09 6.4000 1 09 10 10 11 11 6.6500 1 12 12 13 13 14 6.9000 1 14 15 16 16 17 7.1500 I 17 18 19 19 20 7.4000 1 21 22 22 23 24 7.6500 1 25 25 26 27 28 7.9000 1 28 29 30 31 32 8.1500 1 33 33 34 35 36 8.4000 1 37 38 39 40 41 8.6500 1 42 44 45 46 47 8.9000 1 49 50 51 52 53 9.1500 1 54 55 57 58 59 9.4000 1 60 62 63 64 66 9.6500 1 67 68 70 71 72 9.9000 1 74 75 77 78 80 10.1500 1 82 84 85 87 89 10.4000 1 91 92 94 96 97 10.6500 1 99 1.01 1.03 1.05 1.07 10.9000 1 1.09 1.12 1.14 1.17 1.19 11.1500 1 1.22 1.24 1.26 1.29 1.32 11.4000 1 1.35 1.38 1.42 1.45 1.49 11.6500 1 1.53 1.58 1.65 1.73 1.84 11.9000 1 1.98 2.14 4.41 9.25 12.05 12.1500 1 14.14 15.70 19.91 26.53 30.81 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.14 Name.... OUT 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 12.4000 I 33.20 33.14 31.71 29.59 27.94 12.6500 I 26.23 24.45 22.68 20.98 19.37 12.9000 I 17.89 16.53 16.30 16.13 15.96 13.1500 I 15.78 15.60 15.42 15.23 15.04 13.4000 1 14.84 14.62 14.40 14.18 13.96 13.6500 I 13.75 13.54 13.32 13.08 12.83 13.9000 1 12.58 12.34 12.10 11.87 11.64 14.1500 1 11.42 11.14 10.87 10.60 10.33 14.4000 1 10.08 9.84 9.60 9.37 9.15 14.6500 1 8.90 8.52 8.17 7.85 7.54 14.9000 1 7.26 6.99 6.74 6.51 6.29 15.1500 I 6.08 5.89 5.70 5.53 5.37 15.4000 I 5.22 5.07 4.94 4.81 4.71 15.6500 1 4.63 4.56 4.48 4.41 4.34 15.9000 1 4.28 4.21 4.14 4.08 4.01 16.1500 1 3.95 3.89 3.83 3.78 3.72 16.4000 I 3.67 3.61 3.56 3.51 3.46 16.6500 1 3.42 3.37 3.33 3.29 3.25 16.9000 1 3.21 3.17 3.13 3.10 3.06 17.1500 1 3.03 2.99 2.96 2.93 2.90 17.4000 1 2.87 2.84 2.81 2.79 2.76 17.6500 1 2.73 2.71 2.68 2.66 2.63 17.9000 1 2.61 2.59 2.57 2.54 2.52 18.1500 1 2.50 2.48 2.46 2.44 2.42 18.4000 1 2.40 2.38 2.36 2.34 2.32 18.6500 1 2.30 2.29 2.27 2.25 2.23 18.9000 I 2.21 2.20 2.18 2.18 2.18 19.1500 1 2.18 2.18 2.18 2.18 2.18 19.4000 1 2.17 2.17 2.17 2.17 2.17 19.6500 1 2.17 2.16 2.16 2.16 2.16 19.9000 1 2.16 2.16 2.15 2.15 2.15 20.1500 1 2.15 2.15 2.14 2.14 2.14 20.4000 1 2.14 2.14 2.13 2.13 2.13 20.6500 1 2.13 2.12 2.12 2.12 2.12 20.9000 1 2.12 2.11 2.11 2.11 2.11 21.1500 1 2.10 2.10 2.10 2.10 2.10 21.4000 1 2.09 2.09 2.09 2.09 2.08 21.6500 1 2.08 2.08 2.08 2.08 2.07 21.9000 1 2.07 2.07 2.07 2.06 2.06 22.1500 1 2.06 2.06 2.06 2.05 2.05 22.4000 1 2.05 2.05 2.04 2.04 2.04 22.6500 1 2.04 2.04 2.03 2.03 2.03 22.9000 1 2.03 2.02 2.02 2.02 2.02 23.1500 1 2.01 2.01 2.01 2.01 2.00 23.4000 1 2.00 2.00 2.00 1.99 1.99 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.15 Name.... OUT 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \PondPack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 23.6500 1.99 1.99 1.98 1.98 1.98 23.9000 1.98 1.97 1.97 1.97 1.97 24.1500 1.96 1.96 1.95 1.95 1.94 24.4000 1.94 1.93 1.93 1.92 1.91 24.6500 1.91 1.90 1.89 1.89 1.88 24.9000 1.87 1.87 1.86 1.85 1.84 25.1500 1.84 1.83 1.82 1.81 1.81 25.4000 1.80 1.79 1.78 1.78 1.77 25.6500 1.76 1.75 1.75 1.74 1.73 25.9000 1.73 1.72 1.71 1.70 1.70 26.1500 1.69 1.68 1.68 1.67 1.66 26.4000 1.65 1.65 1.64 1.63 1.62 26.6500 1.61 1.61 1.60 1.59 1.58 26.9000 1.57 1.57 1.56 1.55 1.54 27.1500 1.54 1.53 1.52 1.51 1.51 27.4000 1.50 1.49 1.48 1.48 1.47 27.6500 1.46 1.45 1.45 1.44 1.43 27.9000 1.42 1.41 1.41 1.40 1.39 28.1500 1.38 1.37 1.36 1.36 1.35 28.4000 1.34 1.33 1.32 1.32 1.31 28.6500 1.30 1.29 1.29 1.28 1.27 28.9000 1.26 1.26 1.25 1.24 1.23 29.1500 1.23 1.22 1.21 1.21 1.20 29.4000 1.19 1.18 1.17 1.16 1.15 29.6500 1.15 1.14 1.13 1.12 1.11 29.9000 1.10 1.10 1.09 1.08 1.07 30.1500 1.06 1.05 1.05 1.04 1.03 30.4000 1.02 1.02 1.01 1.00 99 30.6500 99 98 97 96 96 30.9000 95 94 93 93 92 31.1500 91 91 90 89 88 31.4000 87 86 85 84 84 31.6500 83 82 81 80 79 31.9000 78 77 77 76 75 32.1500 74 73 73 72 71 32.4000 70 70 69 68 67 32.6500 67 66 65 65 64 32.9000 63 62 62 61 61 33.1500 60 59 59 58 57 33.4000 57 56 56 55 54 33.6500 54 53 53 52 51 33.9000 51 50 50 49 49 34.1500 48 47 46 46 45 34.4000 45 44 43 43 42 34.6500 42 41 40 40 39 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.16 Name.... OUT 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 34.9000 I 39 38 38 37 37 35.1500 I 36 36 35 35 34 35.4000 I 34 33 33 32 32 35.6500 1 31 31 30 30 30 35.9000 1 29 29 28 28 28 36.1500 I 27 27 26 26 26 36.4000 1 25 25 25 24 24 36.6500 1 24 23 23 23 22 36.9000 1 22 22 21 21 21 37.1500 1 20 20 20 20 19 37.4000 1 19 19 19 18 18 37.6500 1 18 18 17 17 17 37.9000 1 17 16 16 16 16 38.1500 1 15 15 15 15 15 38.4000 1 14 14 14 14 14 38.6500 1 13 13 13 13 13 38.9000 1 12 12 12 12 12 39.1500 1 12 11 11 11 11 39.4000 1 11 11 11 10 10 39.6500 1 10 10 10 10 10 39.9000 1 09 09 09 09 09 40.1500 1 09 09 09 08 08 40.4000 1 08 08 08 08 08 40.6500 1 08 08 07 07 07 40.9000 1 07 07 07 07 07 41.1500 1 07 07 06 06 06 41.4000 1 06 06 06 06 06 41.6500 1 06 06 06 06 05 41.9000 1 05 05 05 05 05 42.1500 1 05 05 05 05 05 42.4000 1 05 05 05 04 04 42.6500 1 04 04 04 04 04 42.9000 1 04 04 04 04 04 43.1500 1 04 04 04 04 04 43.4000 1 04 03 03 03 03 43.6500 1 03 03 03 03 03 43.9000 1 03 03 03 03 03 44.1500 1 03 03 03 03 03 44.4000 1 03 03 03 03 02 44.6500 1 02 02 02 02 02 44.9000 1 02 02 02 02 02 45.1500 1 02 02 02 02 02 45.4000 1 02 02 02 02 02 45.6500 1 02 02 02 02 02 45.9000 1 02 02 02 02 02 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Addition Summary Page 8.17 Name.... OUT 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 46.1500 I 02 02 02 02 02 46.4000 1 01 01 01 01 01 46.6500 1 01 01 01 01 01 46.9000 1 01 01 01 01 01 47.1500 I 01 01 01 01 01 47.4000 I 01 01 01 01 01 47.6500 I 01 01 01 01 01 47.9000 1 01 01 01 01 01 48.1500 1 01 01 01 01 01 48.4000 1 01 01 01 01 01 48.6500 1 01 01 01 01 01 48.9000 1 01 01 01 01 01 49.1500 1 01 01 01 01 01 49.4000 1 01 01 01 01 01 49.6500 I 01 01 01 01 01 49.9000 1 01 01 01 01 01 50.1500 1 01 01 01 00 00 50.4000 1 00 00 00 00 00 50.6500 1 00 00 00 00 00 50.9000 1 00 00 00 00 00 51.1500 1 00 00 00 00 00 51.4000 1 00 00 00 00 00 51.6500 1 00 00 00 00 00 51.9000 1 00 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.01 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 7.6500 1 508.00 508.00 508.00 508.00 508.00 7.9000 1 508.00 508.00 508.00 508.00 508.00 8.1500 I 508.00 508.00 508.00 508.00 508.00 8.4000 1 508.00 508.01 508.01 508.01 508.01 8.6500 I 508.01 508.01 508.01 508.01 508.01 8.9000 1 508.02 508.02 508.02 508.02 508.02 9.1500 I 508.03 508.03 508.03 508.03 508.04 9.4000 I 508.04 508.04 508.04 508.05 508.05 9.6500 1 508.05 508.06 508.06 508.06 508.07 9.9000 I 508.07 508.08 508.08 508.08 508.09 10.1500 1 508.09 508.10 508.10 508.11 508.11 10.4000 1 508.12 508.13 508.13 508.14 508.15 10.6500 I 508.15 508.16 508.17 508.18 508.19 10.9000 1 508.20 508.21 508.22 508.23 508.24 11.1500 1 508.25 508.27 508.28 508.30 508.32 11.4000 1 508.33 508.35 508.37 508.40 508.42 11.6500 1 508.45 508.49 508.55 508.62 508.73 11.9000 1 508.88 509.08 509.34 509.65 509.98 12.1500 1 510.30 510.60 510.86 511.07 511.24 12.4000 1 511.37 511.48 511.56 511.63 511.69 12.6500 1 511.74 511.78 511.81 511.84 511.87 12.9000 1 511.89 511.91 511.92 511.94 511.95 13.1500 1 511.96 511.97 511.97 511.98 511.99 13.4000 1 511.99 512.00 512.00 512.00 512.00 13.6500 1 512.00 512.01 512.01 512.01 512.00 13.9000 1 512.00 512.00 512.00 512.00 511.99 14.1500 1 511.99 511.99 511.98 511.98 511.97 14.4000 1 511.97 511.96 511.96 511.95 511.95 14.6500 1 511.94 511.93 511.93 511.92 511.92 14.9000 1 511.91 511.90 511.90 511.89 511.88 15.1500 1 511.88 511.87 511.86 511.85 511.85 15.4000 1 511.84 511.83 511.82 511.81 511.81 15.6500 1 511.80 511.79 511.78 511.77 511.76 15.9000 1 511.75 511.74 511.73 511.73 511.72 16.1500 1 511.71 511.70 511.69 511.68 511.67 16.4000 1 511.66 511.65 511.64 511.63 511.62 16.6500 1 511.61 511.60 511.58 511.57 511.56 16.9000 1 511.55 511.54 511.53 511.52 511.51 17.1500 1 511.50 511.49 511.48 511.47 511.46 17.4000 1 511.45 511.44 511.42 511.41 511.40 17.6500 1 511.39 511.38 511.37 511.36 511.35 17.9000 1 511.34 511.32 511.31 511.30 511.29 18.1500 1 511.28 511.27 511.26 511.25 511.23 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.02 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 18.4000 I 511.22 511.21 511.20 511.19 511.18 18.6500 1 511.17 511.15 511.14 511.13 511.12 18.9000 1 511.11 511.10 511.08 511.07 511.06 19.1500 (511.05 511.04 511.03 511.01 511.00 19.4000 1 510.99 510.98 510.97 510.95 510.94 19.6500 1 510.93 510.92 510.90 510.89 510.88 19.9000 1 510.87 510.85 510.84 510.83 510.82 20.1500 1 510.80 510.79 510.78 510.77 510.75 20.4000 1 510.74 510.73 510.72 510.71 510.69 20.6500 1 510.68 510.67 510.66 510.64 510.63 20.9000 1 510.62 510.61 510.60 510.58 510.57 21.1500 1 510.56 510.55 510.54 510.53 510.51 21.4000 1 510.50 510.49 510.48 510.47 510.45 21.6500 1 510.44 510.43 510.42 510.41 510.39 21.9000 I 510.38 510.37 510.36 510.35 510.34 22.1500 1 510.32 510.31 510.30 510.29 510.28 22.4000 1 510.27 510.26 510.24 510.23 510.22 22.6500 1 510.21 510.20 510.19 510.18 510.17 22.9000 1 510.16 510.14 510.13 510.12 510.11 23.1500 1 510.10 510.09 510.08 510.07 510.06 23.4000 1 510.05 510.04 510.03 510.02 510.01 23.6500 1 510.00 509.99 509.97 509.96 509.95 23.9000 1 509.94 509.93 509.92 509.91 509.90 24.1500 1 509.89 509.88 509.86 509.85 509.84 24.4000 1 509.82 509.81 509.79 509.78 509.76 24.6500 1 509.75 509.73 509.72 509.70 509.68 24.9000 1 509.67 509.65 509.64 509.62 509.61 25.1500 1 509.59 509.58 509.56 509.55 509.53 25.4000 1 509.52 509.50 509.49 509.47 509.46 25.6500 1 509.44 509.43 509.42 509.40 509.39 25.9000 1 509.37 509.36 509.34 509.33 509.32 26.1500 1 509.30 509.29 509.28 509.26 509.25 26.4000 1 509.24 509.22 509.21 509.20 509.18 26.6500 1 509.17 509.16 509.15 509.13 509.12 26.9000 1 509.11 509.10 509.08 509.07 509.06 27.1500 I 509.05 509.04 509.02 509.01 509.00 27.4000 1 508.99 508.98 508.97 508.95 508.94 27.6500 I 508.93 508.92 508.91 508.90 508.89 27.9000 1 508.88 508.87 508.86 508.84 508.83 28.1500 I 508.82 508.81 508.80 508.79 508.78 28.4000 1 508.77 508.77 508.76 508.75 508.74 28.6500 1 508.73 508.72 508.71 508.70 508.69 28.9000 1 508.68 508.67 508.67 508.66 508.65 29.1500 1 508.64 508.63 508.62 508.62 508.61 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.03 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 29.4000 I 508.60 508.59 508.59 508.58 508.57 29.6500 1 508.56 508.56 508.55 508.54 508.53 29.9000 I 508.53 508.52 508.51 508.51 508.50 30.1500 I 508.49 508.49 508.48 508.47 508.47 30.4000 1 508.46 508.45 508.45 508.44 508.43 30.6500 1 508.43 508.42 508.42 508.41 508.40 30.9000 I 508.40 508.39 508.39 508.38 508.38 31.1500 1 508.37 508.37 508.36 508.36 508.35 31.4000 1 508.35 508.34 508.34 508.33 508.33 31.6500 I 508.32 508.32 508.31 508.31 508.31 31.9000 1 508.30 508.30 508.29 508.29 508.28 32.1500 I 508.28 508.28 508.27 508.27 508.26 32.4000 1 508.26 508.26 508.25 508.25 508.25 32.6500 1 508.24 508.24 508.24 508.23 508.23 32.9000 1 508.23 508.22 508.22 508.22 508.21 33.1500 1 508.21 508.21 508.21 508.20 508.20 33.4000 1 508.20 508.19 508.19 508.19 508.19 33.6500 1 508.18 508.18 508.18 508.18 508.17 33.9000 1 508.17 508.17 508.17 508.16 508.16 34.1500 1 508.16 508.16 508.15 508.15 508.15 34.4000 I 508.15 508.15 508.14 508.14 508.14 34.6500 1 508.14 508.14 508.13 508.13 508.13 34.9000 1 508.13 508.13 508.13 508.12 508.12 35.1500 1 508.12 508.12 508.12 508.12 508.11 35.4000 1 508.11 508.11 508.11 508.11 508.11 35.6500 1 508.10 508.10 508.10 508.10 508.10 35.9000 I 508.10 508.10 508.09 508.09 508.09 36.1500 1 508.09 508.09 508.09 508.09 508.09 36.4000 1 508.08 508.08 508.08 508.08 508.08 36.6500 1 508.08 508.08 508.08 508.08 508.07 36.9000 1 508.07 508.07 508.07 508.07 508.07 37.1500 1 508.07 508.07 508.07 508.07 508.06 37.4000 I 508.06 508.06 508.06 508.06 508.06 37.6500 1 508.06 508.06 508.06 508.06 508.06 37.9000 1 508.06 508.05 508.05 508.05 508.05 38.1500 1 508.05 508.05 508.05 508.05 508.05 38.4000 1 508.05 508.05 508.05 508.05 508.05 38.6500 1 508.04 508.04 508.04 508.04 508.04 38.9000 1 508.04 508.04 508.04 508.04 508.04 39.1500 1 508.04 508.04 508.04 508.04 508.04 39.4000 1 508.04 508.04 508.04 508.03 508.03 39.6500 1 508.03 508.03 508.03 508.03 508.03 39.9000 1 508.03 508.03 508.03 508.03 508.03 40.1500 1 508.03 508.03 508.03 508.03 508.03 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.04 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 40.4000 I 508.03 508.03 508.03 508.03 508.03 40.6500 1 508.03 508.03 508.02 508.02 508.02 40.9000 1 508.02 508.02 508.02 508.02 508.02 41.1500 1 508.02 508.02 508.02 508.02 508.02 41.4000 1 508.02 508.02 508.02 508.02 508.02 41.6500 1 508.02 508.02 508.02 508.02 508.02 41.9000 1 508.02 508.02 508.02 508.02 508.02 42.1500 I 508.02 508.02 508.02 508.02 508.02 42.4000 I 508.02 508.02 508.02 508.01 508.01 42.6500 1 508.01 508.01 508.01 508.01 508.01 42.9000 1 508.01 508.01 508.01 508.01 508.01 43.1500 1 508.01 508.01 508.01 508.01 508.01 43.4000 1 508.01 508.01 508.01 508.01 508.01 43.6500 1 508.01 508.01 508.01 508.01 508.01 43.9000 1 508.01 508.01 508.01 508.01 508.01 44.1500 1 508.01 508.01 508.01 508.01 508.01 44.4000 1 508.01 508.01 508.01 508.01 508.01 44.6500 1 508.01 508.01 508.01 508.01 508.01 44.9000 1 508.01 508.01 508.01 508.01 508.01 45.1500 1 508.01 508.01 508.01 508.01 508.01 45.4000 1 508.01 508.01 508.01 508.01 508.01 45.6500 1 508.01 508.01 508.01 508.01 508.01 45.9000 1 508.01 508.01 508.01 508.01 508.01 46.1500 1 508.01 508.01 508.01 508.01 508.01 46.4000 1 508.01 508.00 508.00 508.00 508.00 46.6500 1 508.00 508.00 508.00 508.00 508.00 46.9000 1 508.00 508.00 508.00 508.00 508.00 47.1500 1 508.00 508.00 508.00 508.00 508.00 47.4000 1 508.00 508.00 508.00 508.00 508.00 47.6500 1 508.00 508.00 508.00 508.00 508.00 47.9000 1 508.00 508.00 508.00 508.00 508.00 48.1500 1 508.00 508.00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.05 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... TypelI 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) Time i Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 5.7500 1 508.00 508.00 508.00 508.00 508.00 6.0000 1 508.00 508.00 508.00 508.00 508.00 6.2500 I 508.00 508.00 508.00 508.01 508.01 6.5000 1 508.01 508.01 508.01 508.01 508.01 6.7500 1 508.01 508.02 508.02 508.02 508.02 7.0000 1 508.02 508.02 508.03 508.03 508.03 7.2500 I 508.03 508.04 508.04 508.04 508.04 7.5000 1 508.05 508.05 508.05 508.06 508.06 7.7500 1 508.06 508.07 508.07 508.07 508.08 8.0000 1 508.08 508.08 508.09 508.09 508.09 8.2500 1 508.10 508.10 508.11 508.11 508.12 8.5000 1 508.12 508.13 508.13 508.14 508.14 8.7500 1 508.15 508.15 508.16 508.17 508.17 9.0000 1 508.18 508.19 508.20 508.20 508.21 9.2500 1 508.22 508.23 508.24 508.24 508.25 9.5000 1 508.26 508.27 508.28 508.29 508.30 9.7500 1 508.31 508.32 508.32 508.33 508.34 10.0000 1 508.36 508.37 508.38 508.39 508.40 10.2500 1 508.41 508.43 508.44 508.46 508.47 10.5000 1 508.49 508.50 508.52 508.53 508.55 10.7500 1 508.57 508.59 508.61 508.63 508.65 11.0000 1 508.68 508.70 508.73 508.76 508.78 11.2500 1 508.81 508.85 508.88 508.92 508.96 11.5000 1 509.00 509.05 509.10 509.16 509.23 11.7500 1 509.34 509.48 509.67 509.94 510.28 12.0000 1 510.71 511.20 511.72 512.21 512.64 12.2500 1 512.98 513.22 513.40 513.53 513.61 12.5000 1 513.66 513.69 513.71 513.70 513.69 12.7500 1 513.67 513.64 513.61 513.57 513.53 13.0000 1 513.48 513.44 513.39 513.34 513.30 13.2500 1 513.25 513.20 513.16 513.11 513.07 13.5000 1 513.03 512.98 512.94 512.90 512.86 13.7500 1 512.83 512.79 512.76 512.73 512.70 14.0000 1 512.67 512.65 512.62 512.60 512.57 14.2500 1 512.55 512.53 512.51 512.49 512.48 14.5000 1 512.46 512.44 512.42 512.41 512.39 14.7500 1 512.38 512.36 512.35 512.33 512.32 15.0000 1 512.31 512.29 512.28 512.27 512.26 15.2500 1 512.25 512.24 512.23 512.22 512.21 15.5000 1 512.20 512.19 512.18 512.17 512.16 15.7500 1 512.15 512.14 512.13 512.12 512.12 16.0000 1 512.11 512.10 512.09 512.08 512.08 16.2500 1 512.07 512.06 512.06 512.05 512.04 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.06 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typel2 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 16.5000 I 512.04 512.03 512.02 512.02 512.01 16.7500 1 512.01 512.00 512.00 511.99 511.99 17.0000 1 511.98 511.97 511.97 511.96 511.96 17.2500 1 511.95 511.94 511.94 511.93 511.93 17.5000 1 511.92 511.91 511.91 511.90 511.89 17.7500 1 511.89 511.88 511.87 511.87 511.86 18.0000 I 511.85 511.85 511.84 511.83 511.82 18.2500 1 511.82 511.81 511.80 511.79 511.79 18.5000 1 511.78 511.77 511.76 511.76 511.75 18.7500 1 511.74 511.73 511.72 511.71 511.71 19.0000 1 511.70 511.69 511.68 511.67 511.66 19.2500 1 511.66 511.65 511.64 511.63 511.62 19.5000 1 511.61 511.60 511.59 511.58 511.57 19.7500 I 511.56 511.56 511.55 511.54 511.53 20.0000 1 511.52 511.51 511.50 511.49 511.48 20.2500 1 511.47 511.46 511.45 511.43 511.42 20.5000 1 511.41 511.40 511.39 511.38 511.37 20.7500 I 511.36 511.35 511.34 511.33 511.32 21.0000 I 511.31 511.30 511.29 511.28 511.27 21.2500 1 511.26 511.25 511.24 511.23 511.22 21.5000 1 511.21 511.20 511.19 511.18 511.17 21.7500 1 511.16 511.15 511.14 511.13 511.12 22.0000 1 511.11 511.10 511.09 511.08 511.07 22.2500 1 511.06 511.05 511.04 511.03 511.02 22.5000 1 511.01 511.00 510.99 510.98 510.97 22.7500 1 510.96 510.95 510.94 510.93 510.92 23.0000 1 510.91 510.90 510.89 510.88 510.87 23.2500 1 510.86 510.85 510.84 510.83 510.82 23.5000 1 510.81 510.80 510.79 510.78 510.77 23.7500 1 510.76 510.75 510.74 510.73 510.72 24.0000 1 510.71 510.70 510.69 510.68 510.67 24.2500 1 510.66 510.64 510.63 510.61 510.60 24.5000 I 510.58 510.56 510.54 510.53 510.51 24.7500 1 510.49 510.47 510.45 510.43 510.42 25.0000 1 510.40 510.38 510.36 510.34 510.32 25.2500 I 510.31 510.29 510.27 510.25 510.23 25.5000 I 510.22 510.20 510.18 510.17 510.15 25.7500 1 510.13 510.11 510.10 510.08 510.06 26.0000 1 510.05 510.03 510.01 510.00 509.98 26.2500 I 509.96 509.94 509.93 509.91 509.89 26.5000 1 509.88 509.86 509.84 509.83 509.81 26.7500 1 509.80 509.78 509.76 509.75 509.73 27.0000 I 509.72 509.70 509.68 509.67 509.65 27.2500 1 509.64 509.62 509.61 509.59 509.58 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.07 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 27.5000 1 509.56 509.55 509.53 509.52 509.50 27.7500 I 509.49 509.47 509.46 509.45 509.43 28.0000 1 509.42 509.40 509.39 509.37 509.36 28.2500 1 509.34 509.33 509.32 509.30 509.29 28.5000 1 509.28 509.26 509.25 509.24 509.22 28.7500 1 509.21 509.20 509.18 509.17 509.16 29.0000 1 509.15 509.13 509.12 509.11 509.10 29.2500 I 509.08 509.07 509.06 509.05 509.04 29.5000 1 509.02 509.01 509.00 508.99 508.98 29.7500 1 508.97 508.95 508.94 508.93 508.92 30.0000 1 508.91 508.90 508.89 508.88 508.87 30.2500 I 508.86 508.84 508.83 508.82 508.81 30.5000 I 508.80 508.79 508.78 508.77 508.77 30.7500 1 508.76 508.75 508.74 508.73 508.72 31.0000 1 508.71 508.70 508.69 508.68 508.67 31.2500 1 508.67 508.66 508.65 508.64 508.63 31.5000 1 508.63 508.62 508.61 508.60 508.59 31.7500 1 508.59 508.58 508.57 508.56 508.56 32.0000 1 508.55 508.54 508.53 508.53 508.52 32.2500 1 508.51 508.51 508.50 508.49 508.49 32.5000 1 508.48 508.47 508.47 508.46 508.45 32.7500 1 508.45 508.44 508.43 508.43 508.42 33.0000 1 508.42 508.41 508.40 508.40 508.39 33.2500 1 508.39 508.38 508.38 508.37 508.37 33.5000 1 508.36 508.36 508.35 508.35 508.34 33.7500 1 508.34 508.33 508.33 508.32 508.32 34.0000 1 508.31 508.31 508.31 508.30 508.30 34.2500 1 508.29 508.29 508.28 508.28 508.28 34.5000 1 508.27 508.27 508.26 508.26 508.26 34.7500 1 508.25 508.25 508.25 508.24 508.24 35.0000 1 508.24 508.23 508.23 508.23 508.22 35.2500 1 508.22 508.22 508.21 508.21 508.21 35.5000 1 508.21 508.20 508.20 508.20 508.19 35.7500 1 508.19 508.19 508.19 508.18 508.18 36.0000 1 508.18 508.18 508.17 508.17 508.17 36.2500 1 508.17 508.16 508.16 508.16 508.16 36.5000 1 508.15 508.15 508.15 508.15 508.15 36.7500 1 508.14 508.14 508.14 508.14 508.14 37.0000 1 508.13 508.13 508.13 508.13 508.13 37.2500 1 508.13 508.12 508.12 508.12 508.12 37.5000 1 508.12 508.12 508.11 508.11 508.11 37.7500 1 508.11 508.11 508.11 508.10 508.10 38.0000 1 508.10 508.10 508.10 508.10 508.10 38.2500 1 508.09 508.09 508.09 508.09 508.09 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.08 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 38.5000 1 508.09 508.09 508.09 508.08 508.08 38.7500 1 508.08 508.08 508.08 508.08 508.08 39.0000 1 508.08 508.08 508.07 508.07 508.07 39.2500 1 508.07 508.07 508.07 508.07 508.07 39.5000 1 508.07 508.07 508.06 508.06 508.06 39.7500 1 508.06 508.06 508.06 508.06 508.06 40.0000 1 508.06 508.06 508.06 508.06 508.05 40.2500 1 508.05 508.05 508.05 508.05 508.05 40.5000 1 508.05 508.05 508.05 508.05 508.05 40.7500 1 508.05 508.05 508.05 508.04 508.04 41.0000 1 508.04 508.04 508.04 508.04 508.04 41.2500 1 508.04 508.04 508.04 508.04 508.04 41.5000 1 508.04 508.04 508.04 508.04 508.04 41.7500 1 508.04 508.03 508.03 508.03 508.03 42.0000 1 508.03 508.03 508.03 508.03 508.03 42.2500 1 508.03 508.03 508.03 508.03 508.03 42.5000 1 508.03 508.03 508.03 508.03 508.03 42.7500 1 508.03 508.03 508.03 508.03 508.03 43.0000 1 508.02 508.02 508.02 508.02 508.02 43.2500 1 508.02 508.02 508.02 508.02 508.02 43.5000 1 508.02 508.02 508.02 508.02 508.02 43.7500 1 508.02 508.02 508.02 508.02 508.02 44.0000 1 508.02 508.02 508.02 508.02 508.02 44.2500 1 508.02 508.02 508.02 508.02 508.02 44.5000 1 508.02 508.02 508.02 508.02 508.02 44.7500 1 508.02 508.01 508.01 508.01 508.01 45.0000 1 508.01 508.01 508.01 508.01 508.01 45.2500 1 508.01 508.01 508.01 508.01 508.01 45.5000 1 508.01 508.01 508.01 508.01 508.01 45.7500 1 508.01 508.01 508.01 508.01 508.01 46.0000 1 508.01 508.01 508.01 508.01 508.01 46.2500 1 508.01 508.01 508.01 508.01 508.01 46.5000 1 508.01 508.01 508.01 508.01 508.01 46.7500 1 508.01 508.01 508.01 508.01 508.01 47.0000 1 508.01 508.01 508.01 508.01 508.01 47.2500 1 508.01 508.01 508.01 508.01 508.01 47.5000 1 508.01 508.01 508.01 508.01 508.01 47.7500 1 508.01 508.01 508.01 508.01 508.01 48.0000 1 508.01 508.01 508.01 508.01 508.01 48.2500 1 508.01 508.01 508.01 508.01 508.01 48.5000 1 508.01 508.01 508.01 508.01 508.00 48.7500 1 508.00 508.00 508.00 508.00 508.00 49.0000 1 508.00 508.00 508.00 508.00 508.00 49.2500 1 508.00 508.00 508.00 508.00 508.00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.09 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) Time Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 49.5000 1 508.00 508.00 508.00 508.00 508.00 49.7500 (508.00 508.00 508.00 508.00 508.00 50.0000 I 508.00 508.00 508.00 508.00 508.00 50.2500 1 508.00 508.00 508.00 508.00 508.00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.10 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. ELEVATION (ft) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 4.3500 1 508.00 508.00 508.00 508.00 508.00 4.6000 1 508.00 508.00 508.00 508.00 508.00 4.8500 1 508.00 508.00 508.00 508.01 508.01 5.1000 I 508.01 508.01 508.01 508.01 508.02 5.3500 1 508.02 508.02 508.02 508.02 508.03 5.6000 1 508.03 508.03 508.04 508.04 508.04 5.8500 1 508.05 508.05 508.05 508.06 508.06 6.1000 1 508.06 508.07 508.07 508.08 508.08 6.3500 1 508.09 508.09 508.10 508.10 508.11 6.6000 1 508.11 508.12 508.12 508.13 508.13 6.8500 I 508.14 508.14 508.15 508.16 508.16 7.1000 1 508.17 508.18 508.18 508.19 508.20 7.3500 1 508.20 508.21 508.22 508.22 508.23 7.6000 1 508.24 508.25 508.25 508.26 508.27 7.8500 1 508.28 508.29 508.29 508.30 508.31 8.1000 1 508.32 508.33 508.34 508.34 508.35 8.3500 1 508.36 508.37 508.38 508.39 508.40 8.6000 1 508.41 508.43 508.44 508.45 508.46 8.8500 I 508.47 508.49 508.50 508.51 508.53 9.1000 1 508.54 508.56 508.57 508.59 508.60 9.3500 1 508.62 508.63 508.65 508.67 508.68 9.6000 1 508.70 508.71 508.73 508.75 508.76 9.8500 I 508.78 508.80 508.82 508.84 508.86 10.1000 1 508.88 508.90 508.92 508.95 508.97 10.3500 1 508.99 509.02 509.04 509.07 509.10 10.6000 1 509.13 509.16 509.19 509.22 509.25 10.8500 1 509.29 509.33 509.37 509.41 509.45 11.1000 1 509.50 509.54 509.59 509.64 509.70 11.3500 1 509.75 509.82 509.88 509.95 510.03 11.6000 1 510.11 510.20 510.32 510.48 510.70 11.8500 1 510.98 511.36 511.85 512.43 513.06 12.1000 1 513.67 514.25 514.75 515.13 515.39 12.3500 1 515.53 515.59 515.59 515.55 515.51 12.6000 1 515.45 515.38 515.31 515.24 515.18 12.8500 1 515.11 515.06 515.00 514.95 514.89 13.1000 1 514.84 514.77 514.71 514.65 514.59 13.3500 1 514.52 514.46 514.39 514.33 514.26 13.6000 1 514.20 514.13 514.07 514.00 513.94 13.8500 1 513.88 513.81 513.75 513.69 513.63 14.1000 1 513.57 513.51 513.45 513.39 513.34 14.3500 1 513.28 513.23 513.18 513.13 513.08 14.6000 1 513.04 512.99 512.95 512.90 512.87 14.8500 1 512.83 512.80 512.76 512.74 512.71 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.11 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. ELEVATION (ft) Time i Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 15.1000 1 512.68 512.66 512.63 512.61 512.59 15.3500 I 512.57 512.55 512.54 512.52 512.51 15.6000 1 512.49 512.48 512.46 512.45 512.43 15.8500 1 512.42 512.41 512.39 512.38 512.37 16.1000 1 512.36 512.34 512.33 512.32 512.31 16.3500 1 512.30 512.29 512.28 512.27 512.26 16.6000 I 512.25 512.24 512.23 512.22 512.21 16.8500 1 512.21 512.20 512.19 512.18 512.18 17.1000 1 512.17 512.16 512.16 512.15 512.15 17.3500 1 512.14 512.13 512.13 512.12 512.12 17.6000 1 512.11 512.11 512.10 512.10 512.09 17.8500 1 512.09 512.08 512.08 512.07 512.07 18.1000 1 512.07 512.06 512.06 512.05 512.05 18.3500 1 512.05 512.04 512.04 512.03 512.03 18.6000 I 512.03 512.02 512.02 512.02 512.01 18.8500 1 512.01 512.01 512.00 512.00 512.00 19.1000 I 511.99 511.99 511.98 511.98 511.98 19.3500 I 511.97 511.97 511.96 511.96 511.95 19.6000 1 511.95 511.94 511.94 511.93 511.93 19.8500 1 511.92 511.92 511.91 511.90 511.90 20.1000 1 511.89 511.89 511.88 511.87 511.87 20.3500 I 511.86 511.85 511.85 511.84 511.83 20.6000 1 511.83 511.82 511.81 511.81 511.80 20.8500 1 511.79 511.79 511.78 511.77 511.77 21.1000 1 511.76 511.75 511.74 511.74 511.73 21.3500 1 511.72 511.72 511.71 511.70 511.70 21.6000 1 511.69 511.68 511.68 511.67 511.66 21.8500 1 511.66 511.65 511.64 511.64 511.63 22.1000 1 511.62 511.61 511.61 511.60 511.59 22.3500 1 511.59 511.58 511.57 511.57 511.56 22.6000 1 511.55 511.55 511.54 511.53 511.52 22.8500 1 511.52 511.51 511.50 511.50 511.49 23.1000 1 511.48 511.47 511.47 511.46 511.45 23.3500 1 511.44 511.44 511.43 511.42 511.42 23.6000 1 511.41 511.40 511.39 511.39 511.38 23.8500 1 511.37 511.36 511.36 511.35 511.34 24.1000 1 511.33 511.32 511.31 511.30 511.29 24.3500 1 511.27 511.26 511.24 511.22 511.20 24.6000 1 511.18 511.16 511.14 511.13 511.11 24.8500 1 511.09 511.07 511.05 511.03 511.01 25.1000 1 510.99 510.97 510.95 510.93 510.91 25.3500 1 510.89 510.87 510.85 510.83 510.81 25.6000 1 510.79 510.77 510.75 510.74 510.72 25.8500 1 510.70 510.68 510.66 510.64 510.62 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.12 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. ELEVATION (ft) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 26.1000 510.60 510.59 510.57 510.55 510.53 26.3500 510.51 510.49 510.47 510.46 510.44 26.6000 510.42 510.40 510.38 510.36 510.34 26.8500 510.33 510.31 510.29 510.27 510.26 27.1000 510.24 510.22 510.20 510.18 510.17 27.3500 510.15 510.13 510.12 510.10 510.08 27.6000 510.06 510.05 510.03 510.01 510.00 27.8500 509.98 509.96 509.95 509.93 509.91 28.1000 509.90 509.88 509.86 509.85 509.83 28.3500 509.81 509.80 509.78 509.77 509.75 28.6000 509.73 509.72 509.70 509.69 509.67 28.8500 509.66 509.64 509.63 509.61 509.60 29.1000 509.58 509.57 509.55 509.54 509.52 29.3500 509.51 509.49 509.48 509.46 509.45 29.6000 509.43 509.42 509.40 509.39 509.37 29.8500 509.36 509.35 509.33 509.32 509.30 30.1000 509.29 509.28 509.26 509.25 509.24 30.3500 509.22 509.21 509.20 509.19 509.17 30.6000 509.16 509.15 509.13 509.12 509.11 30.8500 509.10 509.09 509.07 509.06 509.05 31.1000 509.04 509.03 509.01 509.00 508.99 31.3500 508.98 508.97 508.96 508.94 508.93 31.6000 508.92 508.91 508.90 508.89 508.88 31.8500 508.87 508.86 508.85 508.84 508.83 32.1000 508.82 508.81 508.80 508.79 508.78 32.3500 508.77 508.76 508.75 508.74 508.73 32.6000 508.72 508.71 508.70 508.69 508.68 32.8500 508.68 508.67 508.66 508.65 508.64 33.1000 508.63 508.63 508.62 508.61 508.60 33.3500 508.59 508.59 508.58 508.57 508.56 33.6000 508.56 508.55 508.54 508.54 508.53 33.8500 508.52 508.51 508.51 508.50 508.49 34.1000 508.49 508.48 508.47 508.47 508.46 34.3500 508.45 508.45 508.44 508.44 508.43 34.6000 508.42 508.42 508.41 508.41 508.40 34.8500 508.39 508.39 508.38 508.38 508.37 35.1000 508.37 508.36 508.36 508.35 508.35 35.3500 508.34 508.34 508.33 508.33 508.32 35.6000 508.32 508.31 508.31 508.31 508.30 35.8500 508.30 508.29 508.29 508.28 508.28 36.1000 508.28 508.27 508.27 508.27 508.26 36.3500 508.26 508.25 508.25 508.25 508.24 36.6000 508.24 508.24 508.23 508.23 508.23 36.8500 508.22 508.22 508.22 508.21 508.21 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.13 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. ELEVATION (ft) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 37.1000 1 508.21 508.21 508.20 508.20 508.20 37.3500 1 508.19 508.19 508.19 508.19 508.18 37.6000 1 508.18 508.18 508.18 508.17 508.17 37.8500 1 508.17 508.17 508.16 508.16 508.16 38.1000 1 508.16 508.16 508.15 508.15 508.15 38.3500 1 508.15 508.14 508.14 508.14 508.14 38.6000 I 508.14 508.13 508.13 508.13 508.13 38.8500 1 508.13 508.13 508.12 508.12 508.12 39.1000 (508.12 508.12 508.12 508.11 508.11 39.3500 1 508.11 508.11 508.11 508.11 508.10 39.6000 1 508.10 508.10 508.10 508.10 508.10 39.8500 1 508.10 508.09 508.09 508.09 508.09 40.1000 1 508.09 508.09 508.09 508.09 508.08 40.3500 1 508.08 508.08 508.08 508.08 508.08 40.6000 1 508.08 508.08 508.08 508.07 508.07 40.8500 1 508.07 508.07 508.07 508.07 508.07 41.1000 1 508.07 508.07 508.07 508.06 508.06 41.3500 1 508.06 508.06 508.06 508.06 508.06 41.6000 1 508.06 508.06 508.06 508.06 508.06 41.8500 1 508.05 508.05 508.05 508.05 508.05 42.1000 1 508.05 508.05 508.05 508.05 508.05 42.3500 1 508.05 508.05 508.05 508.05 508.04 42.6000 1 508.04 508.04 508.04 508.04 508.04 42.8500 1 508.04 508.04 508.04 508.04 508.04 43.1000 1 508.04 508.04 508.04 508.04 508.04 43.3500 1 508.04 508.04 508.03 508.03 508.03 43.6000 1 508.03 508.03 508.03 508.03 508.03 43.8500 1 508.03 508.03 508.03 508.03 508.03 44.1000 1 508.03 508.03 508.03 508.03 508.03 44.3500 1 508.03 508.03 508.03 508.03 508.03 44.6000 1 508.03 508.02 508.02 508.02 508.02 44.8500 1 508.02 508.02 508.02 508.02 508.02 45.1000 1 508.02 508.02 508.02 508.02 508.02 45.3500 1 508.02 508.02 508.02 508.02 508.02 45.6000 1 508.02 508.02 508.02 508.02 508.02 45.8500 1 508.02 508.02 508.02 508.02 508.02 46.1000 1 508.02 508.02 508.02 508.02 508.02 46.3500 1 508.02 508.02 508.01 508.01 508.01 46.6000 1 508.01 508.01 508.01 508.01 508.01 46.8500 1 508.01 508.01 508.01 508.01 508.01 47.1000 1 508.01 508.01 508.01 508.01 508.01 47.3500 1 508.01 508.01 508.01 508.01 508.01 47.6000 1 508.01 508.01 508.01 508.01 508.01 47.8500 1 508.01 508.01 508.01 508.01 508.01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time -Elev Page 9.14 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. ELEVATION (ft) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 48.1000 1 508.01 508.01 508.01 508.01 508.01 48.3500 1 508.01 508.01 508.01 508.01 508.01 48.6000 1 508.01 508.01 508.01 508.01 508.01 48.8500 I 508.01 508.01 508.01 508.01 508.01 49.1000 1 508.01 508.01 508.01 508.01 508.01 49.3500 I 508.01 508.01 508.01 508.01 508.01 49.6000 1 508.01 508.01 508.01 508.01 508.01 49.8500 1 508.01 508.01 508.01 508.01 508.01 50.1000 I 508.01 508.01 508.01 508.01 508.01 50.3500 1 508.00 508.00 508.00 508.00 508.00 50.6000 1 508.00 508.00 508.00 508.00 508.00 50.8500 1 508.00 508.00 508.00 508.00 508.00 51.1000 1 508.00 508.00 508.00 508.00 508.00 51.3500 1 508.00 508.00 508.00 508.00 508.00 51.6000 1 508.00 508.00 508.00 508.00 508.00 51.8500 1 508.00 508.00 508.00 508.00 508.00 52.1000 1 508.00 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.01 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TIME vs. VOLUME (ac -ft) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 7.6500 000 000 000 000 000 7.9000 000 000 000 000 000 8.1500 000 001 001 001 001 8.4000 001 002 002 002 002 8.6500 003 003 003 004 004 8.9000 005 005 006 006 007 9.1500 007 008 009 010 010 9.4000 011 012 013 014 014 9.6500 015 016 017 018 019 9.9000 020 021 023 024 025 10.1500 026 028 029 031 032 10.4000 034 036 038 040 042 10.6500 044 046 048 051 054 10.9000 056 059 063 066 069 11.1500 073 077 081 086 091 11.4000 096 102 108 115 123 11.6500 132 144 160 182 214 11.9000 261 325 409 511 626 12.1500 742 853 949 1.031 1.096 12.4000 1.149 1.193 1.228 1.256 1.280 12.6500 1.300 1.317 1.331 1.343 1.354 12.9000 1.363 1.370 1.377 1.383 1.388 13.1500 1.392 1.396 1.399 1.402 1.404 13.4000 1.406 1.408 1.410 1.411 1.411 13.6500 1.412 1.412 1.412 1.412 1.412 13.9000 1.411 1.410 1.409 1.408 1.407 14.1500 1.406 1.404 1.402 1.400 1.398 14.4000 1.396 1.394 1.392 1.389 1.387 14.6500 1.385 1.382 1.380 1.377 1.374 14.9000 1.371 1.369 1.366 1.363 1.360 15.1500 1.357 1.354 1.351 1.348 1.344 15.4000 1.341 1.338 1.335 1.331 1.328 15.6500 1.324 1.321 1.317 1.313 1.310 15.9000 1.306 1.302 1.298 1.294 1.290 16.1500 1.286 1.282 1.278 1.274 1.270 16.4000 1.266 1.262 1.257 1.253 1.249 16.6500 1.245 1.241 1.236 1.232 1.228 16.9000 1.224 1.219 1.215 1.211 1.207 17.1500 1.202 1.198 1.194 1.189 1.185 17.4000 1.180 1.176 1.171 1.167 1.162 17.6500 1.158 1.153 1.149 1.144 1.140 17.9000 1.135 1.131 1.126 1.122 1.117 18.1500 1.113 1.108 1.104 1.099 1.095 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.02 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TIME vs. VOLUME (ac -ft) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 18.4000 1 1.090 1.086 1.081 1.077 1.072 18.6500 1 1.068 1.063 1.059 1.054 1.050 18.9000 1 1.045 1.040 1.036 1.031 1.027 19.1500 1 1.022 1.018 1.013 1.009 1.004 19.4000 I 999 995 990 985 980 19.6500 1 976 971 966 961 956 19.9000 I 952 947 942 937 933 20.1500 1 928 923 918 914 909 20.4000 1 904 900 895 890 886 20.6500 1 881 877 872 867 863 20.9000 1 858 854 849 845 840 21.1500 1 836 832 827 823 819 21.4000 1 814 810 805 801 796 21.6500 1 792 788 783 779 774 21.9000 1 770 766 762 757 753 22.1500 I 749 745 741 736 732 22.4000 1 728 724 720 716 712 22.6500 1 708 704 700 696 692 22.9000 I 688 684 680 677 673 23.1500 I 669 665 661 658 654 23.4000 1 650 647 643 639 636 23.6500 I 632 628 624 620 617 23.9000 1 613 609 606 602 598 24.1500 1 594 590 586 581 576 24.4000 1 571 566 561 556 550 24.6500 1 545 540 534 529 524 24.9000 1 519 513 508 503 498 25.1500 I 493 488 483 478 473 25.4000 1 468 463 458 453 448 25.6500 I 443 439 434 429 424 25.9000 1 419 415 410 406 401 26.1500 1 397 392 388 383 379 26.4000 1 375 370 366 362 358 26.6500 1 354 350 346 342 338 26.9000 I 334 330 326 322 318 27.1500 1 315 311 307 304 300 27.4000 1 296 292 289 285 281 27.6500 1 278 274 271 267 264 27.9000 1 261 257 254 251 247 28.1500 1 244 241 238 235 232 28.4000 I 229 226 223 220 217 28.6500 1 215 212 209 206 204 28.9000 1 201 198 196 193 191 29.1500 I 188 186 183 181 178 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.03 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TIME vs. VOLUME (ac -ft) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 29.4000 1 176 174 171 169 167 29.6500 1 165 162 160 158 156 29.9000 1 154 152 150 148 146 30.1500 1 144 141 139 137 135 30.4000 1 133 132 130 128 126 30.6500 1 124 122 121 119 117 30.9000 1 115 114 112 111 109 31.1500 1 107 106 104 103 101 31.4000 1 100 099 097 096 094 31.6500 1 093 092 090 089 088 31.9000 1 087 085 084 083 082 32.1500 I 081 079 078 077 076 32.4000 1 075 074 073 072 071 32.6500 1 070 069 068 067 066 32.9000 1 065 064 063 062 061 33.1500 1 061 060 059 058 057 33.4000 1 056 056 055 054 053 33.6500 1 052 052 051 050 050 33.9000 1 049 048 047 047 046 34.1500 1 045 045 044 044 043 34.4000 1 042 042 041 041 040 34.6500 1 039 039 038 038 037 34.9000 I 037 036 036 035 035 35.1500 1 034 034 033 033 032 35.4000 1 032 031 031 031 030 35.6500 1 030 029 029 028 028 35.9000 1 028 027 027 026 026 36.1500 1 026 025 025 025 024 36.4000 1 024 024 023 023 023 36.6500 1 022 022 022 021 021 36.9000 1 021 021 020 020 020 37.1500 1 019 019 019 019 018 37.4000 1 018 018 018 017 017 37.6500 1 017 017 016 016 016 37.9000 1 016 015 015 015 015 38.1500 1 015 014 014 014 014 38.4000 1 014 013 013 013 013 38.6500 1 013 012 012 012 012 38.9000 1 012 012 011 011 011 39.1500 1 011 011 011 011 010 39.4000 1 010 010 010 010 010 39.6500 1 010 009 009 009 009 39.9000 1 009 009 009 009 008 40.1500 1 008 008 008 008 008 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.04 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TIME vs. VOLUME (ac -ft) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 40.4000 I 008 008 007 007 007 40.6500 1 007 007 007 007 007 40.9000 1 007 007 007 006 006 41.1500 I 006 006 006 006 006 41.4000 1 006 006 006 006 005 41.6500 1 005 005 005 005 005 41.9000 1 005 005 005 005 005 42.1500 1 005 005 005 005 004 42.4000 1 004 004 004 004 004 42.6500 1 004 004 004 004 004 42.9000 1 004 004 004 004 004 43.1500 1 004 003 003 003 003 43.4000 I 003 003 003 003 003 43.6500 1 003 003 003 003 003 43.9000 I 003 003 003 003 003 44.1500 1 003 003 003 003 003 44.4000 1 002 002 002 002 002 44.6500 1 002 002 002 002 002 44.9000 1 002 002 002 002 002 45.1500 1 002 002 002 002 002 45.4000 1 002 002 002 002 002 45.6500 1 002 002 002 002 002 45.9000 1 002 002 002 002 002 46.1500 1 002 001 001 001 001 46.4000 1 001 001 001 001 001 46.6500 1 001 001 001 001 001 46.9000 1 001 001 001 001 001 47.1500 1 001 001 001 001 001 47.4000 1 001 001 001 001 001 47.6500 1 001 001 001 001 001 47.9000 1 001 001 001 001 001 48.1500 1 001 001 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.05 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TIME vs. VOLUME (ac -ft) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 5.7500 I 000 000 000 000 000 6.0000 I 000 000 000 000 001 6.2500 1 001 001 001 001 002 6.5000 1 002 002 003 003 003 6.7500 1 004 004 005 005 006 7.0000 I 006 007 008 008 009 7.2500 1 010 010 011 012 012 7.5000 1 013 014 015 016 017 7.7500 I 018 019 020 021 022 8.0000 I 023 024 025 026 027 8.2500 1 028 029 031 032 033 8.5000 I 035 036 038 039 041 8.7500 (042 044 046 048 050 9.0000 1 052 054 056 058 060 9.2500 1 063 065 068 070 072 9.5000 1 075 078 080 083 085 9.7500 1 088 091 094 096 099 10.0000 1 103 106 109 113 116 10.2500 1 120 124 128 132 137 10.5000 1 141 146 151 156 161 10.7500 1 167 172 179 185 192 11.0000 I 199 207 215 223 232 11.2500 I 241 252 263 274 287 11.5000 I 301 315 331 350 375 11.7500 1 408 456 520 612 734 12.0000 1 892 1.082 1.291 1.501 1.690 12.2500 1 1.845 1.961 2.047 2.108 2.148 12.5000 1 2.174 2.189 2.195 2.194 2.187 12.7500 1 2.176 2.162 2.145 2.127 2.107 13.0000 1 2.086 2.064 2.041 2.019 1.996 13.2500 1 1.974 1.952 1.930 1.909 1.888 13.5000 1 1.868 1.848 1.828 1.810 1.792 13.7500 I 1.775 1.760 1.745 1.731 1.718 14.0000 1 1.705 1.693 1.682 1.671 1.661 14.2500 I 1.651 1.642 1.633 1.625 1.617 14.5000 I 1.609 1.601 1.594 1.587 1.580 14.7500 1 1.573 1.566 1.560 1.554 1.548 15.0000 1 1.542 1.537 1.532 1.526 1.521 15.2500 1 1.516 1.512 1.507 1.502 1.498 15.5000 1 1.494 1.490 1.485 1.481 1.478 15.7500 1 1.474 1.470 1.466 1.463 1.459 16.0000 1 1.456 1.452 1.449 1.446 1.443 16.2500 1 1.439 1.436 1.433 1.431 1.428 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.06 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TIME vs. VOLUME (ac -ft) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 16.5000 I 1.425 1.422 1.420 1.417 1.415 16.7500 1 1.413 1.410 1.408 1.406 1.404 17.0000 I 1.401 1.399 1.396 1.394 1.391 17.2500 1 1.389 1.386 1.384 1.381 1.378 17.5000 1 1.376 1.373 1.370 1.368 1.365 17.7500 1 1.362 1.359 1.356 1.353 1.350 18.0000 I 1.348 1.345 1.342 1.339 1.335 18.2500 1 1.332 1.329 1.326 1.323 1.320 18.5000 1 1.317 1.313 1.310 1.307 1.303 18.7500 1 1.300 1.297 1.293 1.290 1.286 19.0000 1 1.283 1.279 1.276 1.272 1.269 19.2500 1 1.265 1.262 1.258 1.254 1.251 19.5000 1 1.247 1.243 1.239 1.236 1.232 19.7500 1 1.228 1.224 1.220 1.216 1.212 20.0000 1 1.209 1.205 1.201 1.196 1.192 20.2500 1 1.188 1.184 1.180 1.175 1.171 20.5000 I 1.167 1.163 1.158 1.154 1.150 20.7500 1 1.146 1.142 1.138 1.133 1.129 21.0000 1 1.125 1.121 1.117 1.113 1.109 21.2500 I 1.105 1.101 1.097 1.093 1.089 21.5000 1 1.085 1.081 1.077 1.073 1.069 21.7500 1 1.065 1.061 1.057 1.053 1.049 22.0000 1 1.045 1.041 1.038 1.034 1.030 22.2500 1 1.026 1.022 1.018 1.015 1.011 22.5000 1 1.007 1.003 999 995 991 22.7500 I 987 983 980 976 972 23.0000 I 968 964 960 956 953 23.2500 1 949 945 941 938 934 23.5000 1 930 926 923 919 915 23.7500 1 911 908 904 901 897 24.0000 1 893 890 886 882 877 24.2500 1 873 867 862 856 849 24.5000 1 843 837 830 823 817 24.7500 1 810 803 796 789 783 25.0000 1 776 769 762 756 749 25.2500 1 743 736 730 723 717 25.5000 1 711 704 698 692 686 25.7500 1 679 673 667 661 655 26.0000 1 649 643 638 632 626 26.2500 1 620 614 608 602 596 26.5000 1 590 584 579 573 567 26.7500 1 562 556 551 545 540 27.0000 1 535 529 524 519 513 27.2500 1 508 503 498 493 488 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.07 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TIME vs. VOLUME (ac -ft) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 27.5000 1 483 478 473 468 463 27.7500 I 458 453 448 443 439 28.0000 1 434 429 424 420 415 28.2500 1 410 406 401 397 392 28.5000 1 388 383 379 375 370 28.7500 1 366 362 358 354 350 29.0000 1 346 342 338 334 330 29.2500 1 326 322 318 315 311 29.5000 1 307 304 300 296 292 29.7500 1 289 285 281 278 274 30.0000 1 271 267 264 261 257 30.2500 I 254 251 248 244 241 30.5000 I 238 235 232 229 226 30.7500 I 223 220 217 215 212 31.0000 1 209 206 204 201 198 31.2500 1 196 193 191 188 186 31.5000 I 183 181 178 176 174 31.7500 1 171 169 167 165 162 32.0000 1 160 158 156 154 152 32.2500 1 150 148 146 144 141 32.5000 1 139 137 135 133 132 32.7500 I 130 128 126 124 122 33.0000 1 121 119 117 116 114 33.2500 I 112 111 109 107 106 33.5000 1 104 103 101 100 099 33.7500 1 097 096 094 093 092 34.0000 1 090 089 088 087 085 34.2500 1 084 083 082 081 079 34.5000 1 078 077 076 075 074 34.7500 1 073 072 071 070 069 35.0000 1 068 067 066 065 064 35.2500 1 063 062 061 061 060 35.5000 1 059 058 057 056 056 35.7500 1 055 054 053 052 052 36.0000 1 051 050 050 049 048 36.2500 1 047 047 046 045 045 36.5000 1 044 044 043 042 042 36.7500 1 041 041 040 039 039 37.0000 1 038 038 037 037 036 37.2500 1 036 035 035 034 034 37.5000 1 033 033 032 032 031 37.7500 1 031 031 030 030 029 38.0000 1 029 028 028 028 027 38.2500 1 027 026 026 026 025 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2 :30 PM 6/30/2009 Type.... Time vs. Volume Page 10.08 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TIME vs. VOLUME (ac -ft) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 38.5000 I 025 025 024 024 024 38.7500 I 023 023 023 022 022 39.0000 1 022 021 021 021 021 39.2500 I 020 020 020 019 019 39.5000 I 019 019 018 018 018 39.7500 I 018 017 017 017 017 40.0000 I 016 016 016 016 015 40.2500 1 015 015 015 015 014 40.5000 I 014 014 014 014 013 40.7500 1 013 013 013 013 012 41.0000 1 012 012 012 012 012 41.2500 1 011 011 011 011 011 41.5000 1 011 011 010 010 010 41.7500 1 010 010 010 010 009 42.0000 I 009 009 009 009 009 42.2500 I 009 009 008 008 008 42.5000 1 008 008 008 008 008 42.7500 1 007 007 007 007 007 43.0000 I 007 007 007 007 007 43.2500 1 007 006 006 006 006 43.5000 1 006 006 006 006 006 43.7500 1 006 006 005 005 005 44.0000 1 005 005 005 005 005 44.2500 1 005 005 005 005 005 44.5000 1 005 005 004 004 004 44.7500 I 004 004 004 004 004 45.0000 1 004 004 004 004 004 45.2500 1 004 004 004 004 003 45.5000 1 003 003 003 003 003 45.7500 1 003 003 003 003 003 46.0000 1 003 003 003 003 003 46.2500 1 003 003 003 003 003 46.5000 I 003 003 003 002 002 46.7500 1 002 002 002 002 002 47.0000 1 002 002 002 002 002 47.2500 I 002 002 002 002 002 47.5000 1 002 002 002 002 002 47.7500 1 002 002 002 002 002 48.0000 1 002 002 002 002 002 48.2500 1 002 002 002 002 001 48.5000 1 001 001 001 001 001 48.7500 1 001 001 001 001 001 49.0000 1 001 001 001 001 001 49.2500 1 001 001 001 001 001 S /N:Bentley Systems, Inc, Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.09 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TIME vs. VOLUME (ac -ft) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 49.5000 1 001 001 001 001 001 49.7500 I 001 001 001 001 001 50.0000 1 001 001 001 001 001 50.2500 1 001 001 001 001 001 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.10 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. VOLUME (ac -ft) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 4.3500 1 000 000 000 000 000 4.6000 1 000 000 000 000 001 4.8500 1 001 001 001 002 002 5.1000 I 002 003 003 004 004 5.3500 1 005 006 006 007 008 5.6000 I 008 009 010 011 012 5.8500 I 013 014 015 016 017 6.1000 I 018 019 021 022 023 6.3500 1 024 026 027 029 030 6.6000 1 032 033 035 036 038 6.8500 1 040 041 043 045 047 7.1000 I 048 050 052 054 056 7.3500 I 058 060 062 064 066 7.6000 1 068 071 073 075 077 7.8500 I 080 082 085 087 089 8.1000 1 092 094 097 100 102 8.3500 1 105 108 111 114 117 8.6000 I 120 123 127 130 134 8.8500 1 138 142 146 150 154 9.1000 I 158 162 167 171 176 9.3500 I 181 186 190 195 200 9.6000 1 205 210 215 221 226 9.8500 1 231 237 243 249 255 10.1000 I 261 268 275 282 289 10.3500 1 297 305 313 322 330 10.6000 1 340 349 359 370 381 10.8500 1 393 405 418 432 446 11.1000 I 461 476 492 510 528 11.3500 1 548 569 592 616 643 11.6000 1 671 705 749 808 886 11.8500 1 997 1.146 1.347 1.598 1.882 12.1000 1 2.179 2.471 2.733 2.945 3.090 12.3500 1 3.171 3.202 3.201 3.182 3.155 12.6000 1 3.121 3.083 3.044 3.005 2.968 12.8500 1 2.933 2.901 2.872 2.843 2.812 13.1000 1 2.780 2.748 2.714 2.681 2.647 13.3500 1 2.613 2.579 2.544 2.510 2.476 13.6000 1 2.443 2.410 2.377 2.345 2.312 13.8500 1 2.279 2.248 2.217 2.186 2.157 14.1000 1 2.127 2.099 2.070 2.042 2.015 14.3500 I 1.989 1.964 1.940 1.916 1.894 14.6000 1 1.872 1.851 1.831 1.812 1.794 14.8500 1 1.777 1.762 1.747 1.734 1.721 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.11 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. VOLUME (ac -ft) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 15.1000 1.709 1.698 1.688 1.678 1.669 15.3500 1.660 1.652 1.644 1.637 1.630 15.6000 1.624 1.617 1.611 1.604 1.598 15.8500 1.592 1.586 1.580 1.575 1.569 16.1000 1.564 1.559 1.553 1.548 1.543 16.3500 1.539 1.534 1.530 1.525 1.521 16.6000 1.517 1.513 1.509 1.506 1.502 16.8500 1.499 1.495 1.492 1.489 1.486 17.1000 1.483 1.480 1.477 1.475 1.472 17.3500 1.470 1.467 1.465 1.462 1.460 17.6000 1.458 1.456 1.453 1.451 1.449 17.8500 1.447 1.445 1.443 1.442 1.440 18.1000 1.438 1.436 1.434 1.433 1.431 18.3500 1.429 1.428 1.426 1.424 1.423 18.6000 1.421 1.420 1.418 1.417 1.415 18.8500 1.414 1.412 1.411 1.409 1.408 19.1000 1.406 1.405 1.403 1.401 1.400 19.3500 1.398 1.396 1.394 1.392 1.390 19.6000 1.388 1.386 1.383 1.381 1.379 19.8500 1.376 1.374 1.372 1.369 1.366 20.1000 1.364 1.361 1.359 1.356 1.353 20.3500 1.350 1.348 1.345 1.342 1.339 20.6000 1.336 1.334 1.331 1.328 1.325 20.8500 1.322 1.319 1.317 1.314 1.311 21.1000 1.308 1.305 1.302 1.300 1.297 21.3500 1.294 1.291 1.288 1.285 1.283 21.6000 1.280 1.277 1.274 1.271 1.268 21.8500 1.266 1.263 1.260 1.257 1.254 22.1000 1.251 1.248 1.246 1.243 1.240 22.3500 1.237 1.234 1.231 1.229 1.226 22.6000 1.223 1.220 1.217 1.214 1.212 22.8500 1.209 1.206 1.203 1.200 1.197 23.1000 1.194 1.191 1.188 1.185 1.182 23.3500 1.179 1.176 1.173 1.170 1.167 23.6000 1.164 1.161 1.158 1.156 1.153 23.8500 1.150 1.147 1.144 1.141 1.138 24.1000 1.135 1.131 1.127 1.122 1.117 24.3500 1.110 1.104 1.097 1.090 1.082 24.6000 1.075 1.067 1.060 1.052 1.044 24.8500 1.037 1.029 1.022 1.014 1.007 25.1000 999 991 984 976 968 25.3500 961 953 946 938 931 25.6000 923 916 909 902 894 25.8500 887 880 873 866 859 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.12 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. VOLUME (ac -ft) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 26.1000 852 845 838 832 825 26.3500 818 811 804 797 790 26.6000 784 777 770 763 757 26.8500 750 744 737 731 724 27.1000 718 711 705 699 693 27.3500 686 680 674 668 662 27.6000 656 650 644 638 633 27.8500 626 620 614 608 603 28.1000 597 591 585 579 574 28.3500 568 563 557 552 546 28.6000 541 535 530 525 519 28.8500 514 509 504 499 494 29.1000 489 484 479 474 469 29.3500 464 459 454 449 444 29.6000 439 434 430 425 420 29.8500 415 411 406 402 397 30.1000 393 388 384 380 375 30.3500 371 367 363 358 354 30.6000 350 346 342 338 334 30.8500 330 327 323 319 315 31.1000 311 308 304 300 297 31.3500 293 289 286 282 278 31.6000 275 271 268 264 261 31.8500 258 254 251 248 245 32.1000 242 239 235 232 229 32.3500 226 224 221 218 215 32.6000 212 209 207 204 201 32.8500 199 196 194 191 188 33.1000 186 184 181 179 176 33.3500 174 172 169 167 165 33.6000 163 161 158 156 154 33.8500 152 150 148 146 144 34.1000 142 140 138 136 134 34.3500 132 130 128 126 124 34.6000 123 121 119 117 116 34.8500 114 112 111 109 108 35.1000 106 105 103 102 100 35.3500 099 097 096 095 093 35.6000 092 091 089 088 087 35.8500 086 084 083 082 081 36.1000 080 078 077 076 075 36.3500 074 073 072 071 070 36.6000 069 068 067 066 065 36.8500 064 063 062 062 061 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.13 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. VOLUME (ac -ft) Time I Output Time increment = .0500 hrs hrs i Time on left represents time for first value in each row. 37.1000 1 060 059 058 057 056 37.3500 1 056 055 054 053 053 37.6000 I 052 051 050 050 049 37.8500 1 048 048 047 046 046 38.1000 (045 044 044 043 042 38.3500 1 042 041 041 040 040 38.6000 I 039 038 038 037 037 38.8500 I 036 036 035 035 034 39.1000 1 034 033 033 032 032 39.3500 1 031 031 031 030 030 39.6000 1 029 029 028 028 028 39.8500 1 027 027 027 026 026 40.1000 1 025 025 025 024 024 40.3500 1 024 023 023 023 022 40.6000 I 022 022 021 021 021 40.8500 1 021 020 020 020 019 41.1000 i 019 019 019 018 018 41.3500 1 018 018 017 017 017 41.6000 1 017 016 016 016 016 41.8500 1 015 015 015 015 015 42.1000 I 014 014 014 014 014 42.3500 1 013 013 013 013 013 42.6000 1 013 012 012 012 012 42.8500 1 012 011 011 011 011 43.1000 1 011 011 011 010 010 43.3500 1 010 010 010 010 010 43.6000 1 009 009 009 009 009 43.8500 1 009 009 009 008 008 44.1000 1 008 008 008 008 008 44.3500 1 008 008 007 007 007 44.6000 1 007 007 007 007 007 44.8500 1 007 007 006 006 006 45.1000 1 006 006 006 006 006 45.3500 1 006 006 006 006 005 45.6000 1 005 005 005 005 005 45.8500 1 005 005 005 005 005 46.1000 1 005 005 005 004 004 46.3500 1 004 004 004 004 004 46.6000 1 004 004 004 004 004 46.8500 1 004 004 004 004 004 47.1000 1 004 003 003 003 003 47.3500 1 003 003 003 003 003 47.6000 1 003 003 003 003 003 47.8500 1 003 003 003 003 003 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Time vs. Volume Page 10.14 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TIME vs. VOLUME (ac -ft) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 48.1000 1 003 003 003 003 002 48.3500 1 002 002 002 002 002 48.6000 1 002 002 002 002 002 48.8500 1 002 002 002 002 002 49.1000 1 002 002 002 002 002 49.3500 1 002 002 002 002 002 49.6000 I 002 002 002 002 002 49.8500 1 002 002 002 002 002 50.1000 I 002 001 001 001 001 50.3500 1 001 001 001 001 001 50.6000 1 001 001 001 001 001 50.8500 1 001 001 001 001 001 51.1000 (001 001 001 001 001 51.3500 i 001 001 001 001 001 51.6000 1 001 001 001 001 001 51.8500 1 001 001 001 001 001 52.1000 1 001 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Vol: Elev -Area Page 11.01 Name.... POND 10 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Elevation Planimeter Area A1+A2 +sgr(A1 *A2) Volume Volume Sum ft)sq.in)acres)acres)ac -ft)ac -ft) 508.00 2830 0000 000 000 509.00 3160 8980 299 299 510.00 3520 1.0015 334 633 511.00 3880 1.1096 370 1.003 512.00 4260 1.2206 407 1.410 513.00 4660 1.3376 446 1.856 514.00 5070 1.4591 486 2.342 515.00 5500 1.5851 528 2.870 516.00 5950 1.7171 572 3.443 517.00 6400 1.8521 617 4.060 518.00 6880 1.9916 664 4.724 POND VOLUME EQUATIONS Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 -EL1) * (Areal + Area2 + sq.rt.(Areal *Area2)) where: EL1, EL2 Lower and upper elevations of the increment Areal,Area2 Areas computed for EL1, EL2, respectively Volume Incremental volume between EL1 and EL2 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Outlet Input Data Page 12.01 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw REQUESTED POND WS ELEVATIONS: Min. Elev.= 508.00 ft Increment =50 ft Max. Elev.= 518.00 ft OUTLET CONNECTIVITY Forward Flow Only (UpStream to DnStream) Reverse Flow Only (DnStream to UpStream) Forward and Reverse Both Allowed Structure No.Outfall El, ft E2, ft Orifice - Circular 01 CO 512.000 518.000 Stand Pipe RO CO 515.000 518.000 Orifice -Area 00 CO 508.000 518.000 Culvert - Circular CO TW 508.000 518.000 TW SETUP, DS Channel S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Outlet Input Data Page 12.02 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw OUTLET STRUCTURE INPUT DATA Structure ID 01 Structure Type Orifice - Circular of Openings 4 Invert Elev.512.00 ft Diameter 7500 ft Orifice Coeff. 600 Structure ID RO Structure Type Stand Pipe of Openings 1 Invert Elev.515.00 ft Diameter 3.5000 ft Orifice Area 9.6211 sq.ft Orifice Coeff. 600 Weir Length 11.00 ft Weir Coeff.3.000 K, Reverse 1.000 Mannings n 0000 Kev,Charged Riser =000 Weir Submergence No Structure ID 00 Structure Type Orifice -Area of Openings 1 Invert Elev.508.00 ft Area 2500 sq.ft Top of Orifice 00 ft Datum Elev.508.00 ft Orifice Coeff. 600 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Outlet Input Data Page 12.03 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw OUTLET STRUCTURE INPUT DATA Structure ID CO Structure Type Culvert - Circular No. Barrels 1 Barrel Diameter 3.0000 ft Upstream Invert 508.00 ft Dnstream Invert 490.00 ft Horiz. Length 100.00 ft Barrel Length 101.61 ft Barrel Slope 18000 ft /ft OUTLET CONTROL DATA... Mannings n 0130 Ke 5000 forward entrance loss) Kb 007228 per ft of full flow) Kr 5000 reverse entrance loss) HW Convergence 001 ft INLET CONTROL DATA... Equation form 1 Inlet Control K 0098 Inlet Control M 2.0000 Inlet Control c 03980 Inlet Control Y 6700 T1 ratio (HW /D) 000 T2 ratio (HW /D) 1.217 Slope Factor 500 Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 508.00 ft Flow =42.85 cfs At T2 Elev = 511.65 ft Flow =48.97 cfs Structure ID TW Structure Type TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 40 Min. TW tolerance = 01 ft Max. TW tolerance = 01 ft Min. HW tolerance = 01 ft Max. HW tolerance = 01 ft Min. Q tolerance = 00 cfs Max. Q tolerance = 00 cfs S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Individual Outlet Curves Page 12.04 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw RATING TABLE FOR ONE OUTLET TYPE Structure ID 01 Orifice - Circular) Upstream ID Pond Water Surface) DNstream ID CO Culvert - Circular) NUMBER OF OPENINGS = 4 EACH FLOW = SUM OF OPENINGS x FLOW FOR ONE OPENING Pond WS. Device into) Converge Next DS HGL Q SUM DS Chan. TW Elev.Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft ft cfs ft ft 508.00 00 Free Outfall WS below an invert; no flow. 508.50 00 Free Outfall WS below an invert; no flow. 509.00 00 Free Outfall WS below an invert; no flow. 509.50 00 Free Outfall WS below an invert; no flow. 510.00 00 Free Outfall WS below an invert; no flow. 510.50 00 Free Outfall WS below an invert; no flow. 511.00 00 Free Outfall WS below an invert; no flow. 511.50 00 Free Outfall WS below an invert; no flow. 512.00 00 Free Outfall WS below an invert; no flow. 512.50 2.52 512.50 Free 509.05 000 000 Free Outfall CRIT.DEPTH CONTROL Vh= .140ft Dcr= .361ft CRIT.DEPTH Hev= .00ft 513.00 6.72 513.00 Free 509.46 000 000 Free Outfall H =.63 513.50 9.02 513.50 Free 509.66 000 000 Free Outfall H =1.13 514.00 10.84 514.00 Free 509.81 000 000 Free Outfall H =1.63 514.50 12.40 514.50 Free 509.93 000 000 Free Outfall H =2.13 515.00 13.78 515.00 Free 510.03 000 000 Free Outfall H =2.63 515.50 15.04 515.50 Free 510.84 000 000 Free Outfall H =3.13 516.00 16.19 516.00 512.11 512.11 000 000 Free Outfall H =3.63 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Individual Outlet Curves Page 12.05 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw RATING TABLE FOR ONE OUTLET TYPE Structure ID 01 Orifice- Circular) Upstream ID Pond Water Surface) DNstream ID CO Culvert - Circular) NUMBER OF OPENINGS = 4 EACH FLOW = SUM OF OPENINGS x FLOW FOR ONE OPENING Pond WS. Device into) Converge Next DS HGL Q SUM DS Chan. TW Elev.Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft ft cfs ft ft 516.50 13.71 516.50 513.90 513.90 000 000 Free Outfall H =2.60 517.00 12.58 517.00 514.81 514.81 000 000 Free Outfall H =2.19 517.50 11.46 517.50 515.68 515.68 000 000 Free Outfall H =1.82 518.00 10.45 518.00 516.49 516.49 000 000 Free Outfall H =1.51 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Individual Outlet Curves Page 12.06 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \PondPack \post.ppw RATING TABLE FOR ONE OUTLET TYPE Structure ID RO Stand Pipe) Upstream ID Pond Water Surface) DNstream ID CO Culvert - Circular) Pond WS. Device into) Converge Next DS HGL Q SUM DS Chan. TW Elev.Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft ft cfs ft ft 508.00 00 Free Outfall WS below an invert; no flow. 508.50 00 Free Outfall WS below an invert; no flow. 509.00 00 Free Outfall WS below an invert; no flow. 509.50 00 Free Outfall WS below an invert; no flow. 510.00 00 Free Outfall WS below an invert; no flow. 510.50 00 Free Outfall WS below an invert; no flow. 511.00 00 Free Outfall WS below an invert; no flow. 511.50 00 Free Outfall WS below an invert; no flow. 512.00 00 Free Outfall WS below an invert; no flow. 512.50 00 Free Outfall WS below an invert; no flow. 513.00 00 Free Outfall WS below an invert; no flow. 513.50 00 Free Outfall WS below an invert; no flow. 514.00 00 Free Outfall WS below an invert; no flow. 514.50 00 Free Outfall WS below an invert; no flow. 515.00 00 Free Outfall WS below an invert; no flow. 515.50 11.66 515.50 Free 510.84 000 000 Free Outfall Weir: H =.50ft 516.00 32.99 516.00 Free 512.11 000 000 Free Outfall Weir: H = 1.00ft 516.50 56.71 516.50 Free 513.90 000 000 Free Outfall Orifice: H =1.50; Riser orifice equation controlling. S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Individual Outlet Curves Page 12.07 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw RATING TABLE FOR ONE OUTLET TYPE Structure ID RO Stand Pipe) Upstream ID Pond Water Surface) DNstream ID CO Culvert - Circular) Pond WS. Device into) Converge Next DS HGL Q SUM DS Chan. TW Elev.Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft ft cfs ft ft 517.00 65.49 517.00 Free 514.81 000 000 Free Outfall Orifice: H =2.00; Riser orifice equation controlling. 517.50 73.22 517.50 515.68 515.68 000 000 Free Outfall FULLY CHARGED RISER: Orifice Equation Control to Crest; H =2.50 518.00 80.21 518.00 516.49 516.49 000 000 Free Outfall FULLY CHARGED RISER: Orifice Equation Control to Crest; H =3.00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Individual Outlet Curves Page 12.08 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw RATING TABLE FOR ONE OUTLET TYPE Structure ID 00 Orifice -Area) Upstream ID Pond Water Surface) DNstream ID CO Culvert - Circular) Pond WS. Device into) Converge Next DS HGL Q SUM DS Chan. TW Elev.Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft ft cfs ft ft 508.00 00 Free Outfall WS below an invert; no flow. 508.50 50 508.50 508.33 508.33 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =.17 509.00 90 509.00 508.44 508.44 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =.56 509.50 1.20 509.50 508.51 508.51 001 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =.99 510.00 1.44 510.00 508.56 508.56 002 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =1.44 510.50 1.66 510.50 508.60 508.60 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =1.90 511.00 1.85 511.00 508.64 508.64 002 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =2.36 511.50 2.02 511.50 508.67 508.67 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =2.83 512.00 2.19 512.00 508.70 508.70 002 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =3.30 512.50 2.24 512.50 509.04 509.05 002 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =3.46 513.00 2.26 513.00 509.46 509.46 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =3.54 513.50 2.36 513.50 509.66 509.66 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =3.84 514.00 2.46 514.00 509.81 509.81 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =4.19 514.50 2.57 514.50 509.93 509.93 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =4.57 515.00 2.68 515.00 510.03 510.03 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =4.97 515.50 2.60 515.50 510.84 510.84 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =4.66 516.00 2.37 516.00 512.11 512.11 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =3.89 516.50 1.94 516.50 513.90 513.90 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =2.60 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Individual Outlet Curves Page 12.09 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw RATING TABLE FOR ONE OUTLET TYPE Structure ID 00 Orifice -Area) Upstream ID Pond Water Surface) DNstream ID CO Culvert - Circular) Pond WS. Device into) Converge Next DS HGL Q SUM DS Chan. TW Elev.Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft ft cfs ft ft 517.00 1.78 517.00 514.81 514.81 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =2.19 517.50 1.62 517.50 515.68 515.68 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =1.82 518.00 1.48 518.00 516.49 516.49 000 000 Free Outfall CHARGED RISER: Orifice Equation Control to TW; H =1.51 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Individual Outlet Curves Page 12.10 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw RATING TABLE FOR ONE OUTLET TYPE Structure ID CO Culvert - Circular) Mannings open channel maximum capacity: 304.38 cfs UPstream ID's= 01, RO, 00 DNstream ID TW (Pond Outfall) Pond WS. Device into) Converge Next DS HGL Q SUM DS Chan. TW Elev.Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft ft cfs ft ft 508.00 00 Free Outfall WS below an invert; no flow. 508.50 50 508.33 Free Free 000 001 Free Outfall CRIT.DEPTH CONTROL Vh= .073ft Dcr= .217ft CRIT.DEPTH Hev= .00ft 509.00 90 508.44 Free Free 000 000 Free Outfall CRIT.DEPTH CONTROL Vh= .100ft Dcr= .292ft CRIT.DEPTH Hev= .00ft 509.50 1.19 508.51 Free Free 000 000 Free Outfall CRIT.DEPTH CONTROL Vh= .115ft Dcr= .338ft CRIT.DEPTH Hev= .00ft 510.00 1.44 508.56 Free Free 000 000 Free Outfall CRIT.DEPTH CONTROL Vh= .127ft Dcr= .371ft CRIT.DEPTH Hev= .00ft 510.50 1.66 508.60 Free Free 000 001 Free Outfall CRIT.DEPTH CONTROL Vh= .137ft Dcr= .399ft CRIT.DEPTH Hev= .00ft 511.00 1.85 508.64 Free Free 000 000 Free Outfall CRIT.DEPTH CONTROL Vh= .145ft Dcr= .422ft CRIT.DEPTH Hev= .00ft 511.50 2.02 508.67 Free Free 000 001 Free Outfall CRIT.DEPTH CONTROL Vh= .152ft Dcr= .441ft CRIT.DEPTH Hev= .00ft 512.00 2.18 508.70 Free Free 000 002 Free Outfall CRIT.DEPTH CONTROL Vh= .158ft Dcr= .459ft CRIT.DEPTH Hev= .00ft 512.50 4.75 509.05 Free Free 000 003 Free Outfall CRIT.DEPTH CONTROL Vh= .240ft Dcr= .682ft CRIT.DEPTH Hev= .00ft 513.00 8.98 509.46 Free Free 000 009 Free Outfall CRIT.DEPTH CONTROL Vh= .343ft Dcr= .946ft CRIT.DEPTH Hev= .00ft 513.50 11.37 509.66 Free Free 000 005 Free Outfall CRIT.DEPTH CONTROL Vh= .393ft Dcr= 1.070ft CRIT.DEPTH Hev= .00ft 514.00 13.31 509.81 Free Free 000 002 Free Outfall CRIT.DEPTH CONTROL Vh= .432ft Dcr= 1.160ft CRIT.DEPTH Hev= .00ft 514.50 14.97 509.93 Free Free 000 002 Free Outfall CRIT.DEPTH CONTROL Vh= .464ft Dcr= 1.234ft CRIT.DEPTH Hev= .00ft 515.00 16.45 510.03 Free Free 000 013 Free Outfall CRIT.DEPTH CONTROL Vh= .492ft Dcr= 1.296ft CRIT.DEPTH Hev= .00ft 515.50 29.28 510.84 Free Free 000 012 Free Outfall CRIT.DEPTH CONTROL Vh= .725ft Dcr= 1.752ft CRIT.DEPTH Hev= .00ft 516.00 51.51 512.11 Free Free 000 040 Free Outfall CRIT.DEPTH CONTROL Vh= 1.184ft Dcr= 2.335ft CRIT.DEPTH Hev= .00ft 516.50 72.29 513.90 Free Free 000 070 Free Outfall INLET CONTROL... Submerged: HW =5.90 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Individual Outlet Curves Page 12.11 Name.... Outlet 1 File.... S: \302 \27603 -NMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw RATING TABLE FOR ONE OUTLET TYPE Structure ID CO Culvert - Circular) Mannings open channel maximum capacity: 304.38 cfs UPstream ID's= 01, RO, 00 DNstream ID TW (Pond Outfall) Pond WS. Device into) Converge Next DS HGL Q SUM DS Chan. TW Elev.Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft ft cfs ft ft 517.00 79.79 514.81 Free Free 000 066 Free Outfall INLET CONTROL... Submerged: HW =6.81 517.50 86.38 515.68 Free Free 000 077 Free Outfall INLET CONTROL... Submerged: HW =7.68 518.00 92.05 516.49 Free Free 000 083 Free Outfall INLET CONTROL... Submerged: HW =8.49 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Composite Rating Curve Page 12.12 Name.... Outlet 1 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw COMPOSITE OUTFLOW SUMMARY * * ** WS Elev, Total Q Notes Converge Elev.Q TW Elev Error ft cfs ft ft Contributing Structures 508.00 00 Free Outfall no Q: O1,R0,00,C0) 508.50 50 Free Outfall 00,C0 no Q: O1,R0) 509.00 90 Free Outfall O0,C0 no Q: O1,R0) 509.50 1.19 Free Outfall O0,C0 no Q: O1,RO) 510.00 1.44 Free Outfall O0,C0 no Q: O1,R0) 510.50 1.66 Free Outfall O0,C0 no Q: O1,R0) 511.00 1.85 Free Outfall 00,C0 no Q: O1,R0) 511.50 2.02 Free Outfall 00,C0 no Q: O1,R0) 512.00 2.18 Free Outfall O0,C0 no Q: 01,R0) 512.50 4.76 Free Outfall 01,00,C0 no Q: RO) 513.00 8.98 Free Outfall 01,00,C0 no Q: RO) 513.50 11.37 Free Outfall 01,00,C0 no Q: RO) 514.00 13.31 Free Outfall 01,00,C0 no Q: RO) 514.50 14.97 Free Outfall 01,00,C0 no Q: RO) 515.00 16.45 Free Outfall 01,00,C0 no Q: RO) 515.50 29.28 Free Outfall O1,R0,00,C0 516.00 51.51 Free Outfall O1,R0,00,C0 516.50 72.29 Free Outfall O1,R0,00,C0 517.00 79.79 Free Outfall 01,R0,00,C0 517.50 86.38 Free Outfall O1,R0,00,C0 518.00 92.05 Free Outfall O1,R0,00,C0 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2 :30 PM 6/30/2009 Type.... Pond E -V -Q Table Page 13.01 Name.... POND 10 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw LEVEL POOL ROUTING DATA HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev 2 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev 2 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS Starting WS Elev 508.00 ft Starting Volume 000 ac -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 + 0 ft cfs ac -ft acres cfs cfs cfs 508.00 00 000 2830 00 00 00 508.50 50 146 2993 00 50 70.94 509.00 90 299 3160 00 90 145.78 509.50 1.19 462 3338 00 1.19 224.69 510.00 1.44 633 3520 00 1.44 307.90 510.50 1.66 814 3698 00 1.66 395.45 511.00 1.85 1.003 3880 00 1.85 487.32 511.50 2.02 1.202 4068 00 2.02 583.65 512.00 2.18 1.410 4260 00 2.18 684.57 512.50 4.76 1.628 4458 00 4.76 792.62 513.00 8.98 1.856 4660 00 8.98 907.16 513.50 11.37 2.094 4863 00 11.37 1024.77 514.00 13.31 2.342 5070 00 13.31 1146.88 514.50 14.97 2.601 5283 00 14.97 1273.81 515.00 16.45 2.870 5500 00 16.45 1405.75 515.50 29.28 3.151 5723 00 29.28 1554.37 516.00 51.51 3.443 5950 00 51.51 1717.83 516.50 72.29 3.746 6173 00 72.29 1885.29 517.00 79.79 4.060 6400 00 79.79 2044.91 517.50 86.38 4.386 6638 00 86.38 2209.25 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond E -V -Q Table Page 13.02 Name.... POND 10 File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw LEVEL POOL ROUTING DATA HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev 2 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev 2 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS Starting WS Elev 508.00 ft Starting Volume 000 ac -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 + 0 ft cfs ac -ft acres cfs cfs cfs 518.00 92.05 4.724 6880 00 92.05 2378.48 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.03 Name.... POND 10 IN Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND 10 IN HYG Directory: S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag ADDLINK 10 SUBAREA 10 work_pad.hyg SUBAREA 10 Dev 2 INFLOWS TO: POND 10 IN Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg SUBAREA 10 Dev 2 2.540 12.1000 30.01 TOTAL FLOW INTO: POND 10 IN Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg POND 10 IN Dev 2 2.540 12.1000 30.01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.04 Name.... POND 10 IN Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 TOTAL NODE INFLOW... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID POND 10 IN HYG Tag Dev 2 Peak Discharge =30.01 cfs Time to Peak 12.1000 hrs HYG Volume 2.540 ac -ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 7.6500 00 00 00 00 01 7.9000 01 01 02 02 03 8.1500 03 04 04 05 05 8.4000 06 06 07 08 09 8.6500 09 10 11 12 13 8.9000 14 15 15 16 18 9.1500 19 20 21 22 22 9.4000 23 24 25 26 27 9.6500 28 29 30 31 33 9.9000 34 36 37 39 41 10.1500 43 45 47 49 52 10.4000 54 57 60 63 66 10.6500 69 73 77 81 85 10.9000 90 95 1.00 1.06 1.12 11.1500 1.18 1.26 1.34 1.44 1.54 11.4000 1.65 1.78 1.91 2.09 2.37 11.6500 2.89 3.74 5.11 7.09 9.97 11.9000 13.89 18.78 23.91 27.98 30.01 12.1500 29.58 27.02 23.34 19.52 16.13 12.4000 13.42 11.37 9.76 8.46 7.40 12.6500 6.53 5.82 5.25 4.78 4.41 12.9000 4.10 3.85 3.63 3.44 3.27 13.1500 3.12 3.00 2.89 2.80 2.71 13.4000 2.64 2.56 2.50 2.43 2.37 13.6500 2.30 2.25 2.19 2.14 2.09 13.9000 2.04 1.99 1.95 1.90 1.86 14.1500 1.82 1.78 1.74 1.71 1.69 14.4000 1.67 1.64 1.63 1.61 1.59 14.6500 1.57 1.56 1.54 1.53 1.51 14.9000 1.50 1.48 1.47 1.45 1.43 15.1500 1.42 1.40 1.39 1.37 1.36 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.05 Name.... POND 10 IN Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 15.4000 1.34 1.33 1.31 1.30 1.28 15.6500 1.27 1.25 1.24 1.22 1.20 15.9000 1.19 1.17 1.16 1.14 1.13 16.1500 1.11 1.10 1.09 1.08 1.07 16.4000 1.06 1.05 1.04 1.04 1.03 16.6500 1.03 1.02 1.01 1.01 1.00 16.9000 1.00 99 99 98 98 17.1500 97 96 96 95 95 17.4000 94 94 93 93 92 17.6500 91 91 90 90 89 17.9000 89 88 88 87 86 18.1500 86 85 85 84 84 18.4000 83 82 82 81 81 18.6500 80 80 79 79 78 18.9000 77 77 76 76 75 19.1500 75 74 73 73 72 19.4000 72 71 71 70 69 19.6500 69 68 68 67 67 19.9000 66 65 65 64 64 20.1500 63 63 62 62 62 20.4000 61 61 61 61 61 20.6500 61 60 60 60 60 20.9000 60 60 60 60 60 21.1500 59 59 59 59 59 21.4000 59 59 59 59 58 21.6500 58 58 58 58 58 21.9000 58 58 58 57 57 22.1500 57 57 57 57 57 22.4000 57 57 56 56 56 22.6500 56 56 56 56 56 22.9000 56 55 55 55 55 23.1500 55 55 55 55 55 23.4000 54 54 54 54 54 23.6500 54 54 54 54 53 23.9000 53 53 53 52 49 24.1500 44 38 30 23 17 24.4000 12 09 06 05 03 24.6500 02 02 01 01 01 24.9000 00 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.06 Name.... POND 10 IN Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND 10 IN HYG Directory: S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag ADDLINK 10 SUBAREA 10 work_pad.hyg SUBAREA 10 Dev 10 INFLOWS TO: POND 10 IN Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work pad.hyg SUBAREA 10 Dev 10 4.598 12.1000 54.15 TOTAL FLOW INTO: POND 10 IN Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work pad.hyg POND 10 IN Dev 10 4.598 12.1000 54.15 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.07 Name.... POND 10 IN Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 TOTAL NODE INFLOW... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \workyad.hyg HYG ID POND 10 IN HYG Tag Dev 10 Peak Discharge =54.15 cfs Time to Peak 12.1000 hrs HYG Volume 4.598 ac -ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 5.7500 00 00 00 01 01 6.0000 02 02 03 03 04 6.2500 05 06 06 07 08 6.5000 08 09 10 11 12 6.7500 12 13 14 15 15 7.0000 16 17 18 19 20 7.2500 20 21 22 23 24 7.5000 25 26 27 27 28 7.7500 29 30 31 32 33 8.0000 34 35 36 37 38 8.2500 39 40 42 43 45 8.5000 47 49 51 52 54 8.7500 57 59 61 63 65 9.0000 68 70 72 75 77 9.2500 79 81 82 84 86 9.5000 87 89 90 92 94 9.7500 96 98 1.01 1.04 1.08 10.0000 1.11 1.15 1.19 1.23 1.27 10.2500 1.32 1.37 1.43 1.48 1.54 10.5000 1.60 1.66 1.73 1.80 1.87 10.7500 1.95 2.04 2.13 2.23 2.33 11.0000 2.43 2.54 2.66 2.80 2.94 11.2500 3.11 3.30 3.51 3.74 3.98 11.5000 4.24 4.60 5.14 6.18 7.88 11.7500 10.57 14.36 19.75 26.87 35.52 12.0000 44.36 51.11 54.15 52.87 47.95 12.2500 41.18 34.27 28.18 23.36 19.69 12.5000 16.84 14.54 12.66 11.14 9.90 12.7500 8.89 8.08 7.43 6.90 6.46 13.0000 6.09 5.76 5.47 5.21 5.00 13.2500 4.82 4.66 4.52 4.39 4.26 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.08 Name.... POND 10 IN Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typeli 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 13.5000 4.15 4.04 3.93 3.82 3.73 13.7500 3.63 3.54 3.46 3.38 3.30 14.0000 3.22 3.14 3.07 3.00 2.94 14.2500 2.88 2.83 2.79 2.75 2.71 14.5000 2.68 2.65 2.62 2.60 2.57 14.7500 2.54 2.52 2.49 2.46 2.44 15.0000 2.41 2.39 2.36 2.33 2.31 15.2500 2.28 2.26 2.23 2.21 2.18 15.5000 2.16 2.13 2.10 2.08 2.05 15.7500 2.03 2.00 1.97 1.95 1.92 16.0000 1.90 1.87 1.85 1.82 1.80 16.2500 1.78 1.76 1.75 1.73 1.72 16.5000 1.71 1.70 1.69 1.68 1.67 16.7500 1.66 1.65 1.64 1.63 1.62 17.0000 1.61 1.60 1.59 1.58 1.57 17.2500 1.57 1.56 1.55 1.54 1.53 17.5000 1.52 1.51 1.50 1.49 1.48 17.7500 1.47 1.46 1.45 1.45 1.44 18.0000 1.43 1.42 1.41 1.40 1.39 18.2500 1.38 1.37 1.36 1.35 1.34 18.5000 1.33 1.32 1.32 1.31 1.30 18.7500 1.29 1.28 1.27 1.26 1.25 19.0000 1.24 1.23 1.22 1.21 1.20 19.2500 1.19 1.18 1.17 1.17 1.16 19.5000 1.15 1.14 1.13 1.12 1.11 19.7500 1.10 1.09 1.08 1.07 1.06 20.0000 1.05 1.04 1.03 1.03 1.02 20.2500 1.01 1.01 1.00 1.00 99 20.5000 99 99 99 98 98 20.7500 98 98 97 97 97 21.0000 97 97 97 96 96 21.2500 96 96 96 95 95 21.5000 95 95 95 95 94 21.7500 94 94 94 94 93 22.0000 93 93 93 93 93 22.2500 92 92 92 92 92 22.5000 91 91 91 91 91 22.7500 90 90 90 90 90 23.0000 90 89 89 89 89 23.2500 89 88 88 88 88 23.5000 88 88 87 87 87 23.7500 87 87 86 86 86 24.0000 86 84 79 72 61 24.2500 49 37 27 20 14 24.5000 10 07 05 04 03 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2 :30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.09 Name.... POND 10 IN Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 24.7500 I 02 01 01 01 00 25.0000 1 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.10 Name.... POND 10 IN Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND 10 IN HYG Directory: S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag ADDLINK 10 SUBAREA 10 work_pad.hyg SUBAREA 10 Dev100 INFLOWS TO: POND 10 IN Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg SUBAREA 10 Dev100 7.306 12.1000 84.86 TOTAL FLOW INTO: POND 10 IN Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac -ft hrs cfs work_pad.hyg POND 10 IN Dev100 7.306 12.1000 84.86 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.11 Name.... POND 10 IN Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 TOTAL NODE INFLOW... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID POND 10 IN HYG Tag Dev100 Peak Discharge =84.86 cfs Time to Peak 12.1000 hrs HYG Volume 7.306 ac -ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 4.3500 00 00 00 01 01 4.6000 02 02 03 04 05 4.8500 06 07 08 09 10 5.1000 11 12 13 14 16 5.3500 17 18 19 20 21 5.6000 23 24 25 26 27 5.8500 29 30 31 32 34 6.1000 35 36 37 39 40 6.3500 41 43 44 45 47 6.6000 48 49 51 52 54 6.8500 55 56 58 59 61 7.1000 62 63 65 66 68 7.3500 69 71 72 74 75 7.6000 77 78 79 81 82 7.8500 84 85 87 89 90 8.1000 92 93 95 98 1.00 8.3500 1.03 1.06 1.09 1.12 1.16 8.6000 1.19 1.23 1.27 1.30 1.34 8.8500 1.38 1.42 1.46 1.51 1.55 9.1000 1.59 1.63 1.67 1.70 1.73 9.3500 1.76 1.79 1.81 1.83 1.85 9.6000 1.87 1.90 1.93 1.96 2.00 9.8500 2.05 2.11 2.16 2.23 2.29 10.1000 2.36 2.43 2.51 2.59 2.68 10.3500 2.77 2.86 2.96 3.07 3.17 10.6000 3.28 3.40 3.53 3.66 3.81 10.8500 3.96 4.12 4.29 4.47 4.66 11.1000 4.85 5.07 5.32 5.60 5.91 11.3500 6.26 6.64 7.04 7.46 8.05 11.6000 8.95 10.68 13.48 17.89 24.06 11.8500 32.65 43.84 57.20 70.64 80.66 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.12 Name.... POND 10 IN Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time i Output Time increment = .0500 hrs hrs i Time on left represents time for first value in each row. 12.1000 (84.86 82.39 74.40 63.67 52.84 12.3500 1 43.34 35.83 30.12 25.69 22.13 12.6000 1 19.23 16.88 14.97 13.43 12.19 12.8500 i 11.19 10.38 9.71 9.13 8.63 13.1000 1 8.19 7.81 7.48 7.20 6.97 13.3500 I 6.75 6.55 6.37 6.19 6.02 13.6000 1 5.86 5.71 5.56 5.42 5.28 13.8500 1 5.15 5.03 4.91 4.80 4.68 14.1000 1 4.57 4.47 4.38 4.29 4.21 14.3500 1 4.15 4.09 4.04 3.99 3.94 14.6000 1 3.90 3.86 3.82 3.78 3.74 14.8500 I 3.70 3.66 3.62 3.58 3.54 15.1000 I 3.50 3.47 3.43 3.39 3.35 15.3500 1 3.31 3.27 3.24 3.20 3.16 15.6000 1 3.12 3.08 3.04 3.00 2.97 15.8500 1 2.93 2.89 2.85 2.81 2.77 16.1000 1 2.73 2.70 2.67 2.64 2.61 16.3500 1 2.59 2.57 2.55 2.53 2.51 16.6000 1 2.50 2.48 2.47 2.45 2.44 16.8500 1 2.43 2.41 2.40 2.38 2.37 17.1000 I 2.36 2.34 2.33 2.31 2.30 17.3500 1 2.29 2.27 2.26 2.25 2.23 17.6000 1 2.22 2.20 2.19 2.18 2.16 17.8500 1 2.15 2.14 2.12 2.11 2.09 18.1000 1 2.08 2.07 2.05 2.04 2.02 18.3500 1 2.01 2.00 1.98 1.97 1.95 18.6000 1 1.94 1.93 1.91 1.90 1.89 18.8500 I 1.87 1.86 1.84 1.83 1.82 19.1000 1 1.80 1.79 1.77 1.76 1.75 19.3500 1 1.73 1.72 1.70 1.69 1.68 19.6000 1 1.66 1.65 1.63 1.62 1.61 19.8500 1 1.59 1.58 1.56 1.55 1.54 20.1000 1 1.52 1.51 1.50 1.49 1.48 20.3500 I 1.47 1.47 1.46 1.46 1.45 20.6000 I 1.45 1.45 1.44 1.44 1.44 20.8500 1 1.44 1.43 1.43 1.43 1.42 21.1000 1 1.42 1.42 1.42 1.41 1.41 21.3500 1 1.41 1.41 1.40 1.40 1.40 21.6000 1 1.39 1.39 1.39 1.39 1.38 21.8500 1 1.38 1.38 1.38 1.37 1.37 22.1000 1 1.37 1.36 1.36 1.36 1.36 22.3500 1 1.35 1.35 1.35 1.34 1.34 22.6000 1 1.34 1.34 1.33 1.33 1.33 22.8500 I 1.33 1.32 1.32 1.32 1.31 23.1000 1 1.31 1.31 1.31 1.30 1.30 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Node: Pond Inflow Summary Page 13.13 Name.... POND 10 IN Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 23.3500 I 1.30 1.30 1.29 1.29 1.29 23.6000 I 1.28 1.28 1.28 1.28 1.27 23.8500 1 1.27 1.27 1.26 1.26 1.23 24.1000 1 1.17 1.05 89 71 54 24.3500 I 40 29 21 15 11 24.6000 1 08 06 04 03 02 24.8500 1 01 01 01 00 00 25.1000 I 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routing Summary Page 13.14 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 LEVEL POOL ROUTING SUMMARY HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev 2 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev 2 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS Starting WS Elev 508.00 ft Starting Volume 000 ac -ft Starting Outflow 00 cfs Starting Infiltr. 00 cfs Starting Total Qout=00 cfs Time Increment 0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow 30.01 cfs at 12.1000 hrs Peak Outflow 2.21 cfs at 13.7000 hrs Peak Elevation 512.01 ft Peak Storage =1.412 ac -ft MASS BALANCE (ac -ft) Initial Vol 000 HYG Vol IN 2.540 Infiltration =000 HYG Vol OUT 2.539 Retained Vol =001 Unrouted Vol =000 ac -ft 001% of Inflow Volume) S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.15 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 POND ROUTED TOTAL OUTFLOW HYG... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID POND 10 OUT HYG Tag Dev 2 Peak Discharge =2.21 cfs Time to Peak 13.7000 hrs HYG Volume 2.539 ac -ft HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 7.6500 1 00 00 00 00 00 7.9000 1 00 00 00 00 00 8.1500 I 00 00 00 00 00 8.4000 I 00 01 01 01 01 8.6500 1 01 01 01 01 01 8.9000 1 02 02 02 02 02 9.1500 I 03 03 03 03 04 9.4000 1 04 04 04 05 05 9.6500 I 05 06 06 06 07 9.9000 1 07 07 08 08 09 10.1500 1 09 10 10 11 11 10.4000 I 12 12 13 14 15 10.6500 I 15 16 17 18 19 10.9000 1 20 21 22 23 24 11.1500 1 25 27 28 30 31 11.4000 I 33 35 37 40 42 11.6500 I 45 49 54 59 68 11.9000 1 80 95 1.10 1.27 1.43 12.1500 1 1.57 1.70 1.80 1.87 1.93 12.4000 I 1.98 2.02 2.04 2.07 2.09 12.6500 I 2.10 2.11 2.12 2.13 2.14 12.9000 1 2.15 2.15 2.16 2.16 2.17 13.1500 1 2.17 2.17 2.18 2.18 2.18 13.4000 I 2.18 2.18 2.18 2.19 2.20 13.6500 1 2.21 2.21 2.21 2.21 2.21 13.9000 I 2.20 2.19 2.18 2.18 2.18 14.1500 1 2.18 2.18 2.18 2.18 2.18 14.4000 1 2.17 2.17 2.17 2.17 2.17 14.6500 (2.17 2.16 2.16 2.16 2.16 14.9000 I 2.16 2.15 2.15 2.15 2.15 15.1500 (2.14 2.14 2.14 2.14 2.13 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.16 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 15.4000 I 2.13 2.13 2.13 2.12 2.12 15.6500 1 2.12 2.12 2.11 2.11 2.11 15.9000 1 2.11 2.10 2.10 2.10 2.09 16.1500 I 2.09 2.09 2.08 2.08 2.08 16.4000 I 2.07 2.07 2.07 2.06 2.06 16.6500 1 2.06 2.05 2.05 2.05 2.04 16.9000 1 2.04 2.04 2.03 2.03 2.03 17.1500 I 2.02 2.02 2.02 2.01 2.01 17.4000 1 2.00 2.00 2.00 1.99 1.99 17.6500 1 1.99 1.98 1.98 1.97 1.97 17.9000 1 1.97 1.96 1.96 1.95 1.95 18.1500 1 1.95 1.94 1.94 1.93 1.93 18.4000 1 1.93 1.92 1.92 1.91 1.91 18.6500 1 1.91 1.90 1.90 1.89 1.89 18.9000 1 1.89 1.88 1.88 1.87 1.87 19.1500 1 1.87 1.86 1.86 1.85 1.85 19.4000 1 1.85 1.84 1.84 1.83 1.83 19.6500 1 1.82 1.82 1.81 1.81 1.80 19.9000 1 1.80 1.79 1.79 1.78 1.78 20.1500 1 1.77 1.77 1.76 1.76 1.76 20.4000 1 1.75 1.75 1.74 1.74 1.73 20.6500 1 1.73 1.72 1.72 1.71 1.71 20.9000 1 1.70 1.70 1.69 1.69 1.69 21.1500 1 1.68 1.68 1.67 1.67 1.66 21.4000 1 1.66 1.65 1.65 1.64 1.64 21.6500 1 1.63 1.63 1.62 1.62 1.61 21.9000 1 1.61 1.60 1.60 1.59 1.59 22.1500 1 1.58 1.58 1.57 1.57 1.56 22.4000 1 1.56 1.55 1.55 1.54 1.54 22.6500 1 1.53 1.53 1.52 1.52 1.51 22.9000 1 1.51 1.50 1.50 1.49 1.49 23.1500 1 1.48 1.48 1.47 1.47 1.47 23.4000 1 1.46 1.46 1.45 1.45 1.44 23.6500 1 1.44 1.43 1.43 1.42 1.42 23.9000 1 1.41 1.41 1.40 1.40 1.39 24.1500 1 1.39 1.38 1.37 1.37 1.36 24.4000 1 1.35 1.35 1.34 1.33 1.32 24.6500 1 1.32 1.31 1.30 1.29 1.29 24.9000 1 1.28 1.27 1.26 1.26 1.25 25.1500 1 1.24 1.23 1.23 1.22 1.21 25.4000 1 1.20 1.20 1.19 1.18 1.17 25.6500 1 1.16 1.15 1.14 1.14 1.13 25.9000 1 1.12 1.11 1.10 1.09 1.09 26.1500 1 1.08 1.07 1.06 1.05 1.05 26.4000 1 1.04 1.03 1.02 1.01 1.01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.17 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \PondPack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 26.6500 1 1.00 99 98 98 97 26.9000 1 96 95 95 94 93 27.1500 I 93 92 91 91 90 27.4000 I 89 88 87 86 85 27.6500 1 84 83 83 82 81 27.9000 1 80 79 78 77 77 28.1500 1 76 75 74 73 73 28.4000 1 72 71 70 69 69 28.6500 1 68 67 67 66 65 28.9000 1 64 64 63 62 62 29.1500 I 61 60 60 59 58 29.4000 1 58 57 57 56 55 29.6500 1 55 54 54 53 53 29.9000 1 52 51 51 50 50 30.1500 1 49 48 48 47 46 30.4000 1 46 45 44 44 43 30.6500 1 43 42 41 41 40 30.9000 1 40 39 39 38 38 31.1500 I 37 36 36 35 35 31.4000 1 34 34 34 33 33 31.6500 1 32 32 31 31 30 31.9000 1 30 30 29 29 28 32.1500 1 28 28 27 27 26 32.4000 1 26 26 25 25 25 32.6500 1 24 24 24 23 23 32.9000 1 23 22 22 22 21 33.1500 1 21 21 20 20 20 33.4000 1 20 19 19 19 19 33.6500 1 18 18 18 17 17 33.9000 1 17 17 17 16 16 34.1500 1 16 16 15 15 15 34.4000 I 15 15 14 14 14 34.6500 1 14 14 13 13 13 34.9000 1 13 13 12 12 12 35.1500 1 12 12 12 11 11 35.4000 1 11 11 11 11 11 35.6500 1 10 10 10 10 10 35.9000 1 10 10 09 09 09 36.1500 1 09 09 09 09 09 36.4000 1 08 08 08 08 08 36.6500 1 08 08 08 07 07 36.9000 1 07 07 07 07 07 37.1500 1 07 07 07 07 06 37.4000 1 06 06 06 06 06 37.6500 1 06 06 06 06 06 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.18 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 37.9000 05 05 05 05 05 38.1500 05 05 05 05 05 38.4000 05 05 05 05 05 38.6500 04 04 04 04 04 38.9000 04 04 04 04 04 39.1500 04 04 04 04 04 39.4000 04 04 03 03 03 39.6500 03 03 03 03 03 39.9000 03 03 03 03 03 40.1500 03 03 03 03 03 40.4000 03 03 03 03 03 40.6500 03 02 02 02 02 40.9000 02 02 02 02 02 41.1500 02 02 02 02 02 41.4000 02 02 02 02 02 41.6500 02 02 02 02 02 41.9000 02 02 02 02 02 42.1500 02 02 02 02 02 42.4000 02 02 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 00 00 00 00 00 46.6500 00 00 00 00 00 46.9000 00 00 00 00 00 47.1500 00 00 00 00 00 47.4000 00 00 00 00 00 47.6500 00 00 00 00 00 47.9000 00 00 00 00 00 48.1500 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routing Summary Page 13.19 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 LEVEL POOL ROUTING SUMMARY HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev 10 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev 10 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS Starting WS Elev 508.00 ft Starting Volume 000 ac -ft Starting Outflow 00 cfs Starting Infiltr. 00 cfs Starting Total Qout=00 cfs Time Increment 0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow 54.15 cfs at 12.1000 hrs Peak Outflow 12.17 cfs at 12.6000 hrs Peak Elevation 513.71 ft Peak Storage =2.195 ac -ft MASS BALANCE (ac -ft) Initial Vol 000 HYG Vol IN 4.598 Infiltration =000 HYG Vol OUT 4.597 Retained Vol =001 Unrouted Vol =000 ac -ft 001% of Inflow Volume) S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.20 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 POND ROUTED TOTAL OUTFLOW HYG... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID POND 10 OUT HYG Tag Dev 10 Peak Discharge =12.17 cfs Time to Peak 12.6000 hrs HYG Volume 4.597 ac -ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 5.7500 00 00 00 00 00 6.0000 00 00 00 00 00 6.2500 00 00 00 00 01 6.5000 01 01 01 01 01 6.7500 01 02 02 02 02 7.0000 02 02 03 03 03 7.2500 03 04 04 04 04 7.5000 05 05 05 06 06 7.7500 06 07 07 07 08 8.0000 08 08 09 09 09 8.2500 10 10 11 11 12 8.5000 12 13 13 14 14 8.7500 15 15 16 17 17 9.0000 18 19 19 20 21 9.2500 22 23 23 24 25 9.5000 26 27 28 29 30 9.7500 30 31 32 33 34 10.0000 35 36 38 39 40 10.2500 41 43 44 45 47 10.5000 48 50 51 53 54 10.7500 55 57 59 60 62 11.0000 64 66 68 70 72 11.2500 75 78 80 83 87 11.5000 90 93 96 99 1.04 11.7500 1.10 1.18 1.28 1.41 1.56 12.0000 1.74 1.92 2.09 3.27 5.93 12.2500 8.78 10.05 10.91 11.49 11.80 12.5000 12.01 12.12 12.17 12.16 12.11 12.7500 12.02 11.91 11.78 11.63 11.48 13.0000 11.30 11.08 10.85 10.63 10.40 13.2500 10.18 9.96 9.74 9.52 9.31 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.21 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 13.5000 9.10 8.84 8.48 8.14 7.82 13.7500 7.51 7.22 6.95 6.69 6.44 14.0000 6.21 5.98 5.77 5.57 5.38 14.2500 5.20 5.02 4.86 4.72 4.63 14.5000 4.54 4.45 4.36 4.28 4.20 14.7500 4.12 4.04 3.97 3.90 3.83 15.0000 3.76 3.70 3.64 3.57 3.51 15.2500 3.46 3.40 3.35 3.29 3.24 15.5000 3.19 3.14 3.09 3.04 3.00 15.7500 2.95 2.91 2.86 2.82 2.78 16.0000 2.74 2.70 2.66 2.62 2.58 16.2500 2.54 2.50 2.47 2.43 2.40 16.5000 2.37 2.34 2.30 2.28 2.25 16.7500 2.22 2.19 2.18 2.18 2.18 17.0000 2.18 2.18 2.17 2.17 2.17 17.2500 2.17 2.17 2.16 2.16 2.16 17.5000 2.16 2.16 2.15 2.15 2.15 17.7500 2.15 2.15 2.14 2.14 2.14 18.0000 2.14 2.13 2.13 2.13 2.13 18.2500 2.13 2.12 2.12 2.12 2.12 18.5000 2.11 2.11 2.11 2.11 2.10 18.7500 2.10 2.10 2.10 2.09 2.09 19.0000 2.09 2.08 2.08 2.08 2.08 19.2500 2.07 2.07 2.07 2.06 2.06 19.5000 2.06 2.06 2.05 2.05 2.05 19.7500 2.04 2.04 2.04 2.04 2.03 20.0000 2.03 2.03 2.02 2.02 2.02 20.2500 2.01 2.01 2.00 2.00 2.00 20.5000 1.99 1.99 1.99 1.98 1.98 20.7500 1.98 1.97 1.97 1.96 1.96 21.0000 1.96 1.95 1.95 1.95 1.94 21.2500 1.94 1.94 1.93 1.93 1.93 21.5000 1.92 1.92 1.91 1.91 1.91 21.7500 1.90 1.90 1.90 1.89 1.89 22.0000 1.89 1.88 1.88 1.88 1.87 22.2500 1.87 1.87 1.86 1.86 1.86 22.5000 1.85 1.85 1.84 1.84 1.84 22.7500 1.83 1.83 1.83 1.82 1.82 23.0000 1.81 1.81 1.81 1.80 1.80 23.2500 1.80 1.79 1.79 1.78 1.78 23.5000 1.78 1.77 1.77 1.77 1.76 23.7500 1.76 1.75 1.75 1.75 1.74 24.0000 1.74 1.74 1.73 1.73 1.72 24.2500 1.72 1.71 1.71 1.70 1.69 24.5000 1.69 1.68 1.67 1.67 1.66 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.22 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 24.7500 1.65 1.65 1.64 1.63 1.62 25.0000 1.61 1.61 1.60 1.59 1.58 25.2500 1.57 1.57 1.56 1.55 1.54 25.5000 1.53 1.53 1.52 1.51 1.50 25.7500 1.50 1.49 1.48 1.47 1.47 26.0000 1.46 1.45 1.45 1.44 1.43 26.2500 1.42 1.41 1.40 1.40 1.39 26.5000 1.38 1.37 1.36 1.36 1.35 26.7500 1.34 1.33 1.32 1.32 1.31 27.0000 1.30 1.29 1.29 1.28 1.27 27.2500 1.26 1.26 1.25 1.24 1.23 27.5000 1.23 1.22 1.21 1.20 1.20 27.7500 1.19 1.18 1.17 1.16 1.15 28.0000 1.14 1.14 1.13 1.12 1.11 28.2500 1.10 1.09 1.09 1.08 1.07 28.5000 1.06 1.05 1.05 1.04 1.03 28.7500 1.02 1.01 1.01 1.00 99 29.0000 98 98 97 96 95 29.2500 95 94 93 93 92 29.5000 91 91 90 89 88 29.7500 87 86 85 84 83 30.0000 83 82 81 80 79 30.2500 78 77 77 76 75 30.5000 74 73 73 72 71 30.7500 70 69 69 68 67 31.0000 67 66 65 64 64 31.2500 63 62 62 61 60 31.5000 60 59 59 58 57 31.7500 57 56 55 55 54 32.0000 54 53 53 52 51 32.2500 51 50 50 49 48 32.5000 48 47 46 46 45 32.7500 44 44 43 43 42 33.0000 41 41 40 40 39 33.2500 39 38 38 37 36 33.5000 36 35 35 34 34 33.7500 34 33 33 32 32 34.0000 31 31 30 30 30 34.2500 29 29 28 28 28 34.5000 27 27 26 26 26 34.7500 25 25 25 24 24 35.0000 24 23 23 23 22 35.2500 22 22 21 21 21 35.5000 20 20 20 20 19 35.7500 19 19 19 18 18 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.23 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 36.0000 1 18 18 17 17 17 36.2500 1 17 16 16 16 16 36.5000 1 15 15 15 15 15 36.7500 1 14 14 14 14 14 37.0000 1 13 13 13 13 13 37.2500 1 12 12 12 12 12 37.5000 I 12 11 11 11 11 37.7500 1 11 11 11 10 10 38.0000 I 10 10 10 10 10 38.2500 1 09 09 09 09 09 38.5000 I 09 09 09 08 08 38.7500 1 08 08 08 08 08 39.0000 1 08 07 07 07 07 39.2500 I 07 07 07 07 07 39.5000 1 07 07 06 06 06 39.7500 I 06 06 06 06 06 40.0000 I 06 06 06 05 05 40.2500 1 05 05 05 05 05 40.5000 I 05 05 05 05 05 40.7500 I 05 05 05 04 04 41.0000 1 04 04 04 04 04 41.2500 1 04 04 04 04 04 41.5000 I 04 04 04 04 04 41.7500 1 03 03 03 03 03 42.0000 1 03 03 03 03 03 42.2500 I 03 03 03 03 03 42.5000 I 03 03 03 03 03 42.7500 1 03 03 03 03 02 43.0000 1 02 02 02 02 02 43.2500 1 02 02 02 02 02 43.5000 1 02 02 02 02 02 43.7500 1 02 02 02 02 02 44.0000 1 02 02 02 02 02 44.2500 1 02 02 02 02 02 44.5000 1 02 02 02 02 02 44.7500 1 01 01 01 01 01 45.0000 1 01 01 01 01 01 45.2500 1 01 01 01 01 01 45.5000 1 01 01 01 01 01 45.7500 I 01 01 01 01 01 46.0000 1 01 01 01 01 01 46.2500 1 01 01 01 01 01 46.5000 1 01 01 01 01 01 46.7500 1 01 01 01 01 01 47.0000 1 01 01 01 01 01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.24 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 47.2500 1 01 01 01 01 01 47.5000 1 01 01 01 01 01 47.7500 1 01 01 01 01 01 48.0000 1 01 01 01 01 01 48.2500 1 01 01 01 01 01 48.5000 1 01 01 01 00 00 48.7500 1 00 00 00 00 00 49.0000 1 00 00 00 00 00 49.2500 I 00 00 00 00 00 49.5000 1 00 00 00 00 00 49.7500 1 00 00 00 00 00 50.0000 1 00 00 00 00 00 50.2500 1 00 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routing Summary Page 13.25 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 LEVEL POOL ROUTING SUMMARY HYG Dir S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev100 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev100 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS Starting WS Elev 508.00 ft Starting Volume 000 ac -ft Starting Outflow 00 cfs Starting Infiltr. 00 cfs Starting Total Qout=00 cfs Time Increment 0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow 84.86 cfs at 12.1000 hrs Peak Outflow 33.20 cfs at 12.4000 hrs Peak Elevation 515.59 ft Peak Storage =3.202 ac -ft MASS BALANCE (ac -ft) Initial Vol 000 HYG Vol IN 7.306 Infiltration =000 HYG Vol OUT 7.305 Retained Vol =001 Unrouted Vol =000 ac -ft 000% of Inflow Volume) S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.26 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 POND ROUTED TOTAL OUTFLOW HYG... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \workjDad.hyg HYG ID POND 10 OUT HYG Tag Dev100 Peak Discharge =33.20 cfs Time to Peak 12.4000 hrs HYG Volume 7.305 ac -ft HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 4.3500 1 00 00 00 00 00 4.6000 1 00 00 00 00 00 4.8500 1 00 00 00 01 01 5.1000 1 01 01 01 01 02 5.3500 1 02 02 02 02 03 5.6000 1 03 03 04 04 04 5.8500 1 05 05 05 06 06 6.1000 (06 07 07 08 08 6.3500 1 09 09 10 10 11 6.6000 1 11 12 12 13 13 6.8500 1 14 14 15 16 16 7.1000 1 17 17 18 19 19 7.3500 I 20 21 22 22 23 7.6000 1 24 25 25 26 27 7.8500 1 28 28 29 30 31 8.1000 1 32 33 33 34 35 8.3500 1 36 37 38 39 40 8.6000 1 41 42 44 45 46 8.8500 1 47 49 50 51 52 9.1000 1 53 54 55 57 58 9.3500 1 59 60 62 63 64 9.6000 1 66 67 68 70 71 9.8500 1 72 74 75 77 78 10.1000 1 80 82 84 85 87 10.3500 1 89 91 92 94 96 10.6000 1 97 99 1.01 1.03 1.05 10.8500 1 1.07 1.09 1.12 1.14 1.17 11.1000 1 1.19 1.22 1.24 1.26 1.29 11.3500 1 1.32 1.35 1.38 1.42 1.45 11.6000 1 1.49 1.53 1.58 1.65 1.73 11.8500 1 1.84 1.98 2.14 4.41 9.25 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.27 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 12.1000 12.05 14.14 15.70 19.91 26.53 12.3500 30.81 33.20 33.14 31.71 29.59 12.6000 27.94 26.23 24.45 22.68 20.98 12.8500 19.37 17.89 16.53 16.30 16.13 13.1000 15.96 15.78 15.60 15.42 15.23 13.3500 15.04 14.84 14.62 14.40 14.18 13.6000 13.96 13.75 13.54 13.32 13.08 13.8500 12.83 12.58 12.34 12.10 11.87 14.1000 11.64 11.42 11.14 10.87 10.60 14.3500 10.33 10.08 9.84 9.60 9.37 14.6000 9.15 8.90 8.52 8.17 7.85 14.8500 7.54 7.26 6.99 6.74 6.51 15.1000 6.29 6.08 5.89 5.70 5.53 15.3500 5.37 5.22 5.07 4.94 4.81 15.6000 4.71 4.63 4.56 4.48 4.41 15.8500 4.34 4.28 4.21 4.14 4.08 16.1000 4.01 3.95 3.89 3.83 3.78 16.3500 3.72 3.67 3.61 3.56 3.51 16.6000 3.46 3.42 3.37 3.33 3.29 16.8500 3.25 3.21 3.17 3.13 3.10 17.1000 3.06 3.03 2.99 2.96 2.93 17.3500 2.90 2.87 2.84 2.81 2.79 17.6000 2.76 2.73 2.71 2.68 2.66 17.8500 2.63 2.61 2.59 2.57 2.54 18.1000 2.52 2.50 2.48 2.46 2.44 18.3500 2.42 2.40 2.38 2.36 2.34 18.6000 2.32 2.30 2.29 2.27 2.25 18.8500 2.23 2.21 2.20 2.18 2.18 19.1000 2.18 2.18 2.18 2.18 2.18 19.3500 2.18 2.17 2.17 2.17 2.17 19.6000 2.17 2.17 2.16 2.16 2.16 19.8500 2.16 2.16 2.16 2.15 2.15 20.1000 2.15 2.15 2.15 2.14 2.14 20.3500 2.14 2.14 2.14 2.13 2.13 20.6000 2.13 2.13 2.12 2.12 2.12 20.8500 2.12 2.12 2.11 2.11 2.11 21.1000 2.11 2.10 2.10 2.10 2.10 21.3500 2.10 2.09 2.09 2.09 2.09 21.6000 2.08 2.08 2.08 2.08 2.08 21.8500 2.07 2.07 2.07 2.07 2.06 22.1000 2.06 2.06 2.06 2.06 2.05 22.3500 2.05 2.05 2.05 2.04 2.04 22.6000 2.04 2.04 2.04 2.03 2.03 22.8500 2.03 2.03 2.02 2.02 2.02 23.1000 2.02 2.01 2.01 2.01 2.01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.28 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 23.3500 2.00 2.00 2.00 2.00 1.99 23.6000 1.99 1.99 1.99 1.98 1.98 23.8500 1.98 1.98 1.97 1.97 1.97 24.1000 1.97 1.96 1.96 1.95 1.95 24.3500 1.94 1.94 1.93 1.93 1.92 24.6000 1.91 1.91 1.90 1.89 1.89 24.8500 1.88 1.87 1.87 1.86 1.85 25.1000 1.84 1.84 1.83 1.82 1.81 25.3500 1.81 1.80 1.79 1.78 1.78 25.6000 1.77 1.76 1.75 1.75 1.74 25.8500 1.73 1.73 1.72 1.71 1.70 26.1000 1.70 1.69 1.68 1.68 1.67 26.3500 1.66 1.65 1.65 1.64 1.63 26.6000 1.62 1.61 1.61 1.60 1.59 26.8500 1.58 1.57 1.57 1.56 1.55 27.1000 1.54 1.54 1.53 1.52 1.51 27.3500 1.51 1.50 1.49 1.48 1.48 27.6000 1.47 1.46 1.45 1.45 1.44 27.8500 1.43 1.42 1.41 1.41 1.40 28.1000 1.39 1.38 1.37 1.36 1.36 28.3500 1.35 1.34 1.33 1.32 1.32 28.6000 1.31 1.30 1.29 1.29 1.28 28.8500 1.27 1.26 1.26 1.25 1.24 29.1000 1.23 1.23 1.22 1.21 1.21 29.3500 1.20 1.19 1.18 1.17 1.16 29.6000 1.15 1.15 1.14 1.13 1.12 29.8500 1.11 1.10 1.10 1.09 1.08 30.1000 1.07 1.06 1.05 1.05 1.04 30.3500 1.03 1.02 1.02 1.01 1.00 30.6000 99 99 98 97 96 30.8500 96 95 94 93 93 31.1000 92 91 91 90 89 31.3500 88 87 86 85 84 31.6000 84 83 82 81 80 31.8500 79 78 77 77 76 32.1000 75 74 73 73 72 32.3500 71 70 70 69 68 32.6000 67 67 66 65 65 32.8500 64 63 62 62 61 33.1000 61 60 59 59 58 33.3500 57 57 56 56 55 33.6000 54 54 53 53 52 33.8500 51 51 50 50 49 34.1000 49 48 47 46 46 34.3500 45 45 44 43 43 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.29 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 34.6000 42 42 41 40 40 34.8500 39 39 38 38 37 35.1000 37 36 36 35 35 35.3500 34 34 33 33 32 35.6000 32 31 31 30 30 35.8500 30 29 29 28 28 36.1000 28 27 27 26 26 36.3500 26 25 25 25 24 36.6000 24 24 23 23 23 36.8500 22 22 22 21 21 37.1000 21 20 20 20 20 37.3500 19 19 19 19 18 37.6000 18 18 18 17 17 37.8500 17 17 16 16 16 38.1000 16 15 15 15 15 38.3500 15 14 14 14 14 38.6000 14 13 13 13 13 38.8500 13 12 12 12 12 39.1000 12 12 11 11 11 39.3500 11 11 11 11 10 39.6000 10 10 10 10 10 39.8500 10 09 09 09 09 40.1000 09 09 09 09 08 40.3500 08 08 08 08 08 40.6000 08 08 08 07 07 40.8500 07 07 07 07 07 41.1000 07 07 07 06 06 41.3500 06 06 06 06 06 41.6000 06 06 06 06 06 41.8500 05 05 05 05 05 42.1000 05 05 05 05 05 42.3500 05 05 05 05 04 42.6000 04 04 04 04 04 42.8500 04 04 04 04 04 43.1000 04 04 04 04 04 43.3500 04 04 03 03 03 43.6000 03 03 03 03 03 43.8500 03 03 03 03 03 44.1000 03 03 03 03 03 44.3500 03 03 03 03 03 44.6000 02 02 02 02 02 44.8500 02 02 02 02 02 45.1000 02 02 02 02 02 45.3500 02 02 02 02 02 45.6000 02 02 02 02 02 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Pond Routed HYG (total out)Page 13.30 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 45.8500 )02 02 02 02 02 46.1000 I 02 02 02 02 02 46.3500 1 02 01 01 01 01 46.6000 1 01 01 01 01 01 46.8500 I 01 01 01 01 01 47.1000 1 01 01 01 01 01 47.3500 1 01 01 01 01 01 47.6000 1 01 01 01 01 01 47.8500 I 01 01 01 01 01 48.1000 1 01 01 01 01 01 48.3500 1 01 01 01 01 01 48.6000 I 01 01 01 01 01 48.8500 I 01 01 01 01 01 49.1000 I 01 01 01 01 01 49.3500 1 01 01 01 01 01 49.6000 I 01 01 01 01 01 49.8500 1 01 01 01 01 01 50.1000 1 01 01 01 01 00 50.3500 1 00 00 00 00 00 50.6000 1 00 00 00 00 00 50.8500 1 00 00 00 00 00 51.1000 1 00 00 00 00 00 51.3500 1 00 00 00 00 00 51.6000 1 00 00 00 00 00 51.8500 1 00 00 00 00 00 52.1000 1 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.31 Name.... ROUTE 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 DIVERTED HYDROGRAPH... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID ROUTE 10 HYG Tag Dev 2 Peak Discharge =2.21 cfs Time to Peak 13.7000 hrs HYG Volume 2.539 ac -ft HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 8.0500 1 00 00 00 00 00 8.3000 I 00 00 00 01 01 8.5500 1 01 01 01 01 01 8.8000 1 01 01 02 02 02 9.0500 I 02 02 03 03 03 9.3000 I 03 04 04 04 04 9.5500 1 05 05 05 06 06 9.8000 1 06 07 07 07 08 10.0500 1 08 09 09 10 10 10.3000 I 11 11 12 12 13 10.5500 1 14 15 15 16 17 10.8000 I 18 19 20 21 22 11.0500 1 23 24 25 27 28 11.3000 I 30 31 33 35 37 11.5500 1 40 42 45 49 54 11.8000 1 59 68 80 95 1.10 12.0500 1 1.27 1.43 1.57 1.70 1.80 12.3000 I 1.87 1.93 1.98 2.02 2.04 12.5500 1 2.07 2.09 2.10 2.11 2.12 12.8000 I 2.13 2.14 2.15 2.15 2.16 13.0500 I 2.16 2.17 2.17 2.17 2.18 13.3000 I 2.18 2.18 2.18 2.18 2.18 13.5500 1 2.19 2.20 2.21 2.21 2.21 13.8000 1 2.21 2.21 2.20 2.19 2.18 14.0500 1 2.18 2.18 2.18 2.18 2.18 14.3000 I 2.18 2.18 2.17 2.17 2.17 14.5500 I 2.17 2.17 2.17 2.16 2.16 14.8000 1 2.16 2.16 2.16 2.15 2.15 15.0500 1 2.15 2.15 2.14 2.14 2.14 15.3000 1 2.14 2.13 2.13 2.13 2.13 15.5500 1 2.12 2.12 2.12 2.12 2.11 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.32 Name.... ROUTE 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 15.8000 2.11 2.11 2.11 2.10 2.10 16.0500 2.10 2.09 2.09 2.09 2.08 16.3000 2.08 2.08 2.07 2.07 2.07 16.5500 2.06 2.06 2.06 2.05 2.05 16.8000 2.05 2.04 2.04 2.04 2.03 17.0500 2.03 2.03 2.02 2.02 2.02 17.3000 2.01 2.01 2.00 2.00 2.00 17.5500 1.99 1.99 1.99 1.98 1.98 17.8000 1.97 1.97 1.97 1.96 1.96 18.0500 1.95 1.95 1.95 1.94 1.94 18.3000 1.93 1.93 1.93 1.92 1.92 18.5500 1.91 1.91 1.91 1.90 1.90 18.8000 1.89 1.89 1.89 1.88 1.88 19.0500 1.87 1.87 1.87 1.86 1.86 19.3000 1.85 1.85 1.85 1.84 1.84 19.5500 1.83 1.83 1.82 1.82 1.81 19.8000 1.81 1.80 1.80 1.79 1.79 20.0500 1.78 1.78 1.77 1.77 1.76 20.3000 1.76 1.76 1.75 1.75 1.74 20.5500 1.74 1.73 1.73 1.72 1.72 20.8000 1.71 1.71 1.70 1.70 1.69 21.0500 1.69 1.69 1.68 1.68 1.67 21.3000 1.67 1.66 1.66 1.65 1.65 21.5500 1.64 1.64 1.63 1.63 1.62 21.8000 1.62 1.61 1.61 1.60 1.60 22.0500 1.59 1.59 1.58 1.58 1.57 22.3000 1.57 1.56 1.56 1.55 1.55 22.5500 1.54 1.54 1.53 1.53 1.52 22.8000 1.52 1.51 1.51 1.50 1.50 23.0500 1.49 1.49 1.48 1.48 1.47 23.3000 1.47 1.47 1.46 1.46 1.45 23.5500 1.45 1.44 1.44 1.43 1.43 23.8000 1.42 1.42 1.41 1.41 1.40 24.0500 1.40 1.39 1.39 1.38 1.37 24.3000 1.37 1.36 1.35 1.35 1.34 24.5500 1.33 1.32 1.32 1.31 1.30 24.8000 1.29 1.29 1.28 1.27 1.26 25.0500 1.26 1.25 1.24 1.23 1.23 25.3000 1.22 1.21 1.20 1.20 1.19 25.5500 1.18 1.17 1.16 1.15 1.14 25.8000 1.14 1.13 1.12 1.11 1.10 26.0500 1.09 1.09 1.08 1.07 1.06 26.3000 1.05 1.05 1.04 1.03 1.02 26.5500 1.01 1.01 1.00 99 98 26.8000 98 97 96 95 95 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.33 Name.... ROUTE 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typeli 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 27.0500 94 93 93 92 91 27.3000 91 90 89 88 87 27.5500 86 85 84 83 83 27.8000 82 81 80 79 78 28.0500 77 77 76 75 74 28.3000 73 73 72 71 70 28.5500 69 69 68 67 67 28.8000 66 65 64 64 63 29.0500 62 62 61 60 60 29.3000 59 58 58 57 57 29.5500 56 55 55 54 54 29.8000 53 53 52 51 51 30.0500 50 50 49 48 48 30.3000 47 46 46 45 44 30.5500 44 43 43 42 41 30.8000 41 40 40 39 39 31.0500 38 38 37 36 36 31.3000 35 35 34 34 34 31.5500 33 33 32 32 31 31.8000 31 30 30 30 29 32.0500 29 28 28 28 27 32.3000 27 26 26 26 25 32.5500 25 25 24 24 24 32.8000 23 23 23 22 22 33.0500 22 21 21 21 20 33.3000 20 20 20 19 19 33.5500 19 19 18 18 18 33.8000 17 17 17 17 17 34.0500 16 16 16 16 15 34.3000 15 15 15 15 14 34.5500 14 14 14 14 13 34.8000 13 13 13 13 12 35.0500 12 12 12 12 12 35.3000 11 11 11 11 11 35.5500 11 11 10 10 10 35.8000 10 10 10 10 09 36.0500 09 09 09 09 09 36.3000 09 09 08 08 08 36.5500 08 08 08 08 08 36.8000 07 07 07 07 07 37.0500 07 07 07 07 07 37.3000 07 06 06 06 06 37.5500 06 06 06 06 06 37.8000 06 06 05 05 05 38.0500 05 05 05 05 05 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.34 Name.... ROUTE 10 Event: 2 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. 38.3000 1 05 05 05 05 05 38.5500 1 05 05 04 04 04 38.8000 1 04 04 04 04 04 39.0500 1 04 04 04 04 04 39.3000 1 04 04 04 04 03 39.5500 1 03 03 03 03 03 39.8000 1 03 03 03 03 03 40.0500 1 03 03 03 03 03 40.3000 1 03 03 03 03 03 40.5500 1 03 03 03 02 02 40.8000 1 02 02 02 02 02 41.0500 1 02 02 02 02 02 41.3000 1 02 02 02 02 02 41.5500 1 02 02 02 02 02 41.8000 1 02 02 02 02 02 42.0500 1 02 02 02 02 02 42.3000 1 02 02 02 02 01 42.5500 1 01 01 01 01 01 42.8000 1 01 01 01 01 01 43.0500 1 01 01 01 01 01 43.3000 1 01 01 01 01 01 43.5500 1 01 01 01 01 01 43.8000 1 01 01 01 01 01 44.0500 1 01 01 01 01 01 44.3000 1 01 01 01 01 01 44.5500 1 01 01 01 01 01 44.8000 1 01 01 01 01 01 45.0500 1 01 01 01 01 01 45.3000 1 01 01 01 01 01 45.5500 1 01 01 01 01 01 45.8000 1 01 01 01 01 01 46.0500 1 01 01 01 01 01 46.3000 1 01 01 00 00 00 46.5500 1 00 00 00 00 00 46.8000 1 00 00 00 00 00 47.0500 1 00 00 00 00 00 47.3000 1 00 00 00 00 00 47.5500 1 00 00 00 00 00 47.8000 1 00 00 00 00 00 48.0500 1 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.35 Name.... ROUTE 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 DIVERTED HYDROGRAPH... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID ROUTE 10 HYG Tag Dev 10 Peak Discharge =12.17 cfs Time to Peak 12.6000 hrs HYG Volume 4.597 ac -ft HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 6.0500 1 00 00 00 00 00 6.3000 1 00 00 00 01 01 6.5500 1 01 01 01 01 01 6.8000 I 02 02 02 02 02 7.0500 1 02 03 03 03 03 7.3000 1 04 04 04 04 05 7.5500 1 05 05 06 06 06 7.8000 1 07 07 07 08 08 8.0500 i 08 09 09 09 10 8.3000 1 10 11 11 12 12 8.5500 1 13 13 14 14 15 8.8000 1 15 16 17 17 18 9.0500 (19 19 20 21 22 9.3000 1 23 23 24 25 26 9.5500 (27 28 29 30 30 9.8000 1 31 32 33 34 35 10.0500 1 36 38 39 40 41 10.3000 1 43 44 45 47 48 10.5500 I 50 51 53 54 55 10.8000 1 57 59 60 62 64 11.0500 I 66 68 70 72 75 11.3000 1 78 80 83 87 90 11.5500 1 93 96 99 1.04 1.10 11.8000 1 1.18 1.28 1.41 1.56 1.74 12.0500 1 1.92 2.09 3.27 5.93 8.78 12.3000 I 10.05 10.91 11.49 11.80 12.01 12.5500 1 12.12 12.17 12.16 12.11 12.02 12.8000 I 11.91 11.78 11.63 11.48 11.30 13.0500 i 11.08 10.85 10.63 10.40 10.18 13.3000 1 9.96 9.74 9.52 9.31 9.10 13.5500 1 8.84 8.48 8.14 7.82 7.51 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.36 Name.... ROUTE 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 13.8000 7.22 6.95 6.69 6.44 6.21 14.0500 5.98 5.77 5.57 5.38 5.20 14.3000 5.02 4.86 4.72 4.63 4.54 14.5500 4.45 4.36 4.28 4.20 4.12 14.8000 4.04 3.97 3.90 3.83 3.76 15.0500 3.70 3.64 3.57 3.51 3.46 15.3000 3.40 3.35 3.29 3.24 3.19 15.5500 3.14 3.09 3.04 3.00 2.95 15.8000 2.91 2.86 2.82 2.78 2.74 16.0500 2.70 2.66 2.62 2.58 2.54 16.3000 2.50 2.47 2.43 2.40 2.37 16.5500 2.34 2.30 2.28 2.25 2.22 16.8000 2.19 2.18 2.18 2.18 2.18 17.0500 2.18 2.17 2.17 2.17 2.17 17.3000 2.17 2.16 2.16 2.16 2.16 17.5500 2.16 2.15 2.15 2.15 2.15 17.8000 2.15 2.14 2.14 2.14 2.14 18.0500 2.13 2.13 2.13 2.13 2.13 18.3000 2.12 2.12 2.12 2.12 2.11 18.5500 2.11 2.11 2.11 2.10 2.10 18.8000 2.10 2.10 2.09 2.09 2.09 19.0500 2.08 2.08 2.08 2.08 2.07 19.3000 2.07 2.07 2.06 2.06 2.06 19.5500 2.06 2.05 2.05 2.05 2.04 19.8000 2.04 2.04 2.04 2.03 2.03 20.0500 2.03 2.02 2.02 2.02 2.01 20.3000 2.01 2.00 2.00 2.00 1.99 20.5500 1.99 1.99 1.98 1.98 1.98 20.8000 1.97 1.97 1.96 1.96 1.96 21.0500 1.95 1.95 1.95 1.94 1.94 21.3000 1.94 1.93 1.93 1.93 1.92 21.5500 1.92 1.91 1.91 1.91 1.90 21.8000 1.90 1.90 1.89 1.89 1.89 22.0500 1.88 1.88 1.88 1.87 1.87 22.3000 1.87 1.86 1.86 1.86 1.85 22.5500 1.85 1.84 1.84 1.84 1.83 22.8000 1.83 1.83 1.82 1.82 1.81 23.0500 1.81 1.81 1.80 1.80 1.80 23.3000 1.79 1.79 1.78 1.78 1.78 23.5500 1.77 1.77 1.77 1.76 1.76 23.8000 1.75 1.75 1.75 1.74 1.74 24.0500 1.74 1.73 1.73 1.72 1.72 24.3000 1.71 1.71 1.70 1.69 1.69 24.5500 1.68 1.67 1.67 1.66 1.65 24.8000 1.65 1.64 1.63 1.62 1.61 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.37 Name.... ROUTE 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 25.0500 1.61 1.60 1.59 1.58 1.57 25.3000 1.57 1.56 1.55 1.54 1.53 25.5500 1.53 1.52 1.51 1.50 1.50 25.8000 1.49 1.48 1.47 1.47 1.46 26.0500 1.45 1.45 1.44 1.43 1.42 26.3000 1.41 1.40 1.40 1.39 1.38 26.5500 1.37 1.36 1.36 1.35 1.34 26.8000 1.33 1.32 1.32 1.31 1.30 27.0500 1.29 1.29 1.28 1.27 1.26 27.3000 1.26 1.25 1.24 1.23 1.23 27.5500 1.22 1.21 1.20 1.20 1.19 27.8000 1.18 1.17 1.16 1.15 1.14 28.0500 1.14 1.13 1.12 1.11 1.10 28.3000 1.09 1.09 1.08 1.07 1.06 28.5500 1.05 1.05 1.04 1.03 1.02 28.8000 1.01 1.01 1.00 99 98 29.0500 98 97 96 95 95 29.3000 94 93 93 92 91 29.5500 91 90 89 88 87 29.8000 86 85 84 83 83 30.0500 82 81 80 79 78 30.3000 77 77 76 75 74 30.5500 73 73 72 71 70 30.8000 69 69 68 67 67 31.0500 66 65 64 64 63 31.3000 62 62 61 60 60 31.5500 59 59 58 57 57 31.8000 56 55 55 54 54 32.0500 53 53 52 51 51 32.3000 50 50 49 48 48 32.5500 47 46 46 45 44 32.8000 44 43 43 42 41 33.0500 41 40 40 39 39 33.3000 38 38 37 36 36 33.5500 35 35 34 34 34 33.8000 33 33 32 32 31 34.0500 31 30 30 30 29 34.3000 29 28 28 28 27 34.5500 27 26 26 26 25 34.8000 25 25 24 24 24 35.0500 23 23 23 22 22 35.3000 22 21 21 21 20 35.5500 20 20 20 19 19 35.8000 19 19 18 18 18 36.0500 18 17 17 17 17 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.38 Name.... ROUTE 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 36.3000 16 16 16 16 15 36.5500 15 15 15 15 14 36.8000 14 14 14 14 13 37.0500 13 13 13 13 12 37.3000 12 12 12 12 12 37.5500 11 11 11 11 11 37.8000 11 11 10 10 10 38.0500 10 10 10 10 09 38.3000 09 09 09 09 09 38.5500 09 09 08 08 08 38.8000 08 08 08 08 08 39.0500 07 07 07 07 07 39.3000 07 07 07 07 07 39.5500 07 06 06 06 06 39.8000 06 06 06 06 06 40.0500 06 06 05 05 05 40.3000 05 05 05 05 05 40.5500 05 05 05 05 05 40.8000 05 05 04 04 04 41.0500 04 04 04 04 04 41.3000 04 04 04 04 04 41.5500 04 04 04 04 03 41.8000 03 03 03 03 03 42.0500 03 03 03 03 03 42.3000 03 03 03 03 03 42.5500 03 03 03 03 03 42.8000 03 03 03 02 02 43.0500 02 02 02 02 02 43.3000 02 02 02 02 02 43.5500 02 02 02 02 02 43.8000 02 02 02 02 02 44.0500 02 02 02 02 02 44.3000 02 02 02 02 02 44.5500 02 02 02 02 01 44.8000 01 01 01 01 01 45.0500 01 01 01 01 01 45.3000 01 01 01 01 01 45.5500 01 01 01 01 01 45.8000 01 01 01 01 01 46.0500 01 01 01 01 01 46.3000 01 01 01 01 01 46.5500 01 01 01 01 01 46.8000 01 01 01 01 01 47.0500 01 01 01 01 01 47.3000 01 01 01 01 01 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.39 Name.... ROUTE 10 Event: 10 yr File.... S: \302 \27603 -VMF- Richmond Copy\Calc\Stm\Pondpack\post.ppw Storm... Typell 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 47.5500 I 01 01 01 01 01 47.8000 1 01 01 01 01 01 48.0500 I 01 01 01 01 01 48.3000 I 01 01 01 01 01 48.5500 1 01 01 00 00 00 48.8000 1 00 00 00 00 00 49.0500 1 00 00 00 00 00 49.3000 I 00 00 00 00 00 49.5500 1 00 00 00 00 00 49.8000 I 00 00 00 00 00 50.0500 1 00 00 00 00 00 50.3000 1 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.40 Name.... ROUTE 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 DIVERTED HYDROGRAPH... HYG file = S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \work_pad.hyg HYG ID ROUTE 10 HYG Tag Dev100 Peak Discharge =33.20 cfs Time to Peak 12.4000 hrs HYG Volume 7.305 ac -ft HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 4.6500 1 00 00 00 00 00 4.9000 1 00 00 01 01 01 5.1500 1 01 01 01 02 02 5.4000 i 02 02 02 03 03 5.6500 I 03 04 04 04 05 5.9000 1 05 05 06 06 06 6.1500 I 07 07 08 08 09 6.4000 I 09 10 10 11 11 6.6500 1 12 12 13 13 14 6.9000 I 14 15 16 16 17 7.1500 I 17 18 19 19 20 7.4000 1 21 22 22 23 24 7.6500 I 25 25 26 27 28 7.9000 1 28 29 30 31 32 8.1500 I 33 33 34 35 36 8.4000 1 37 38 39 40 41 8.6500 1 42 44 45 46 47 8.9000 I 49 50 51 52 53 9.1500 1 54 55 57 58 59 9.4000 1 60 62 63 64 66 9.6500 I 67 68 70 71 72 9.9000 1 74 75 77 78 80 10.1500 1 82 84 85 87 89 10.4000 1 91 92 94 96 97 10.6500 (99 1.01 1.03 1.05 1.07 10.9000 1 1.09 1.12 1.14 1.17 1.19 11.1500 1 1.22 1.24 1.26 1.29 1.32 11.4000 1 1.35 1.38 1.42 1.45 1.49 11.6500 1 1.53 1.58 1.65 1.73 1.84 11.9000 1 1.98 2.14 4.41 9.25 12.05 12.1500 1 14.14 15.70 19.91 26.53 30.81 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.41 Name.... ROUTE 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. 12.4000 1 33.20 33.14 31.71 29.59 27.94 12.6500 1 26.23 24.45 22.68 20.98 19.37 12.9000 1 17.89 16.53 16.30 16.13 15.96 13.1500 1 15.78 15.60 15.42 15.23 15.04 13.4000 1 14.84 14.62 14.40 14.18 13.96 13.6500 1 13.75 13.54 13.32 13.08 12.83 13.9000 1 12.58 12.34 12.10 11.87 11.64 14.1500 I 11.42 11.14 10.87 10.60 10.33 14.4000 1 10.08 9.84 9.60 9.37 9.15 14.6500 1 8.90 8.52 8.17 7.85 7.54 14.9000 i 7.26 6.99 6.74 6.51 6.29 15.1500 1 6.08 5.89 5.70 5.53 5.37 15.4000 1 5.22 5.07 4.94 4.81 4.71 15.6500 1 4.63 4.56 4.48 4.41 4.34 15.9000 1 4.28 4.21 4.14 4.08 4.01 16.1500 1 3.95 3.89 3.83 3.78 3.72 16.4000 1 3.67 3.61 3.56 3.51 3.46 16.6500 1 3.42 3.37 3.33 3.29 3.25 16.9000 1 3.21 3.17 3.13 3.10 3.06 17.1500 1 3.03 2.99 2.96 2.93 2.90 17.4000 1 2.87 2.84 2.81 2.79 2.76 17.6500 1 2.73 2.71 2.68 2.66 2.63 17.9000 1 2.61 2.59 2.57 2.54 2.52 18.1500 1 2.50 2.48 2.46 2.44 2.42 18.4000 1 2.40 2.38 2.36 2.34 2.32 18.6500 1 2.30 2.29 2.27 2.25 2.23 18.9000 1 2.21 2.20 2.18 2.18 2.18 19.1500 1 2.18 2.18 2.18 2.18 2.18 19.4000 1 2.17 2.17 2.17 2.17 2.17 19.6500 1 2.17 2.16 2.16 2.16 2.16 19.9000 1 2.16 2.16 2.15 2.15 2.15 20.1500 1 2.15 2.15 2.14 2.14 2.14 20.4000 1 2.14 2.14 2.13 2.13 2.13 20.6500 1 2.13 2.12 2.12 2.12 2.12 20.9000 1 2.12 2.11 2.11 2.11 2.11 21.1500 1 2.10 2.10 2.10 2.10 2.10 21.4000 1 2.09 2.09 2.09 2.09 2.08 21.6500 1 2.08 2.08 2.08 2.08 2.07 21.9000 1 2.07 2.07 2.07 2.06 2.06 22.1500 1 2.06 2.06 2.06 2.05 2.05 22.4000 1 2.05 2.05 2.04 2.04 2.04 22.6500 1 2.04 2.04 2.03 2.03 2.03 22.9000 1 2.03 2.02 2.02 2.02 2.02 23.1500 1 2.01 2.01 2.01 2.01 2.00 23.4000 1 2.00 2.00 2.00 1.99 1.99 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.42 Name.... ROUTE 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 23.6500 1.99 1.99 1.98 1.98 1.98 23.9000 1.98 1.97 1.97 1.97 1.97 24.1500 1.96 1.96 1.95 1.95 1.94 24.4000 1.94 1.93 1.93 1.92 1.91 24.6500 1.91 1.90 1.89 1.89 1.88 24.9000 1.87 1.87 1.86 1.85 1.84 25.1500 1.84 1.83 1.82 1.81 1.81 25.4000 1.80 1.79 1.78 1.78 1.77 25.6500 1.76 1.75 1.75 1.74 1.73 25.9000 1.73 1.72 1.71 1.70 1.70 26.1500 1.69 1.68 1.68 1.67 1.66 26.4000 1.65 1.65 1.64 1.63 1.62 26.6500 1.61 1.61 1.60 1.59 1.58 26.9000 1.57 1.57 1.56 1.55 1.54 27.1500 1.54 1.53 1.52 1.51 1.51 27.4000 1.50 1.49 1.48 1.48 1.47 27.6500 1.46 1.45 1.45 1.44 1.43 27.9000 1.42 1.41 1.41 1.40 1.39 28.1500 1.38 1.37 1.36 1.36 1.35 28.4000 1.34 1.33 1.32 1.32 1.31 28.6500 1.30 1.29 1.29 1.28 1.27 28.9000 1.26 1.26 1.25 1.24 1.23 29.1500 1.23 1.22 1.21 1.21 1.20 29.4000 1.19 1.18 1.17 1.16 1.15 29.6500 1.15 1.14 1.13 1.12 1.11 29.9000 1.10 1.10 1.09 1.08 1.07 30.1500 1.06 1.05 1.05 1.04 1.03 30.4000 1.02 1.02 1.01 1.00 99 30.6500 99 98 97 96 96 30.9000 95 94 93 93 92 31.1500 91 91 90 89 88 31.4000 87 86 85 84 84 31.6500 83 82 81 80 79 31.9000 78 77 77 76 75 32.1500 74 73 73 72 71 32.4000 70 70 69 68 67 32.6500 67 66 65 65 64 32.9000 63 62 62 61 61 33.1500 60 59 59 58 57 33.4000 57 56 56 55 54 33.6500 54 53 53 52 51 33.9000 51 50 50 49 49 34.1500 48 47 46 46 45 34.4000 45 44 43 43 42 34.6500 42 41 40 40 39 S /N:Bentley Systems, Inc. Bentley Pondpack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.43 Name.... ROUTE 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 34.9000 39 38 38 37 37 35.1500 36 36 35 35 34 35.4000 34 33 33 32 32 35.6500 31 31 30 30 30 35.9000 29 29 28 28 28 36.1500 27 27 26 26 26 36.4000 25 25 25 24 24 36.6500 24 23 23 23 22 36.9000 22 22 21 21 21 37.1500 20 20 20 20 19 37.4000 19 19 19 18 18 37.6500 18 18 17 17 17 37.9000 17 16 16 16 16 38.1500 15 15 15 15 15 38.4000 14 14 14 14 14 38.6500 13 13 13 13 13 38.9000 12 12 12 12 12 39.1500 12 11 11 11 11 39.4000 11 11 11 10 10 39.6500 10 10 10 10 10 39.9000 09 09 09 09 09 40.1500 09 09 09 08 08 40.4000 08 08 08 08 08 40.6500 08 08 07 07 07 40.9000 07 07 07 07 07 41.1500 07 07 06 06 06 41.4000 06 06 06 06 06 41.6500 06 06 06 06 05 41.9000 05 05 05 05 05 42.1500 05 05 05 05 05 42.4000 05 05 05 04 04 42.6500 04 04 04 04 04 42.9000 04 04 04 04 04 43.1500 04 04 04 04 04 43.4000 04 03 03 03 03 43.6500 03 03 03 03 03 43.9000 03 03 03 03 03 44.1500 03 03 03 03 03 44.4000 03 03 03 03 02 44.6500 02 02 02 02 02 44.9000 02 02 02 02 02 45.1500 02 02 02 02 02 45.4000 02 02 02 02 02 45.6500 02 02 02 02 02 45.9000 02 02 02 02 02 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Type.... Diverted Hydrograph Page 13.44 Name.... ROUTE 10 Event: 100 yr File.... S: \302 \27603 -VMF- Richmond Copy \Calc \Stm \Pondpack \post.ppw Storm... Typell 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 46.1500 02 02 02 02 02 46.4000 01 01 01 01 01 46.6500 01 01 01 01 01 46.9000 01 01 01 01 01 47.1500 01 01 01 01 01 47.4000 01 01 01 01 01 47.6500 01 01 01 01 01 47.9000 01 01 01 01 01 48.1500 01 01 01 01 01 48.4000 01 01 01 01 01 48.6500 01 01 01 01 01 48.9000 01 01 01 01 01 49.1500 01 01 01 01 01 49.4000 01 01 01 01 01 49.6500 01 01 01 01 01 49.9000 01 01 01 01 01 50.1500 01 01 01 00 00 50.4000 00 00 00 00 00 50.6500 00 00 00 00 00 50.9000 00 00 00 00 00 51.1500 00 00 00 00 00 51.4000 00 00 00 00 00 51.6500 00 00 00 00 00 51.9000 00 00 00 00 00 S /N:Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2:30 PM 6/30/2009 Appendix A A -1 Index of Starting Page Numbers for ID Names A Albemarle SCS... 3.01, 3.02 0 OUT 10 Dev 2... 8.01, 8.06, 8.12 Outlet 1... 12.01, 12.04, 12.12 P POND 10... 11.01, 13.01 POND 10 IN Dev 2... 13.03, 13.06, 13.10 POND 10 OUT Dev 2... 9.01, 10.01, 13.14, 13.15, 9.05, 10.05, 13.19, 13.20, 9.10, 10.10, 13.25, 13.26 R ROUTE 10 Dev 2... 13.31, 13.35, 13.40 S SUBAREA 10... 5.01, 6.01, 7.03, 7.04, 7.06, 7.07, 7.10, 7.11 T Typell 24hr Dev 2... 4.01, 4.03, 4.05, 4.07, 4.09, 4.11 W Watershed... 1.01, 2.01, 2.02, 2.03, 2.04, 2.05, 2.06, 2.07 ext r °.f< S /N: i tt Bentley Systems, Inc. Bentley PondPack (10.00.027.00)2 -M tU 6/30/2009