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HomeMy WebLinkAboutApplication Files_85048_pg0228 POST DEVELOPMENT- DP1 2007-058 Jones-POST D1 Type 111 24-hr 2-year Rainfall=3.20" Prepared by J.R. Russo &Associates Printed 12/27/2010 HydroCADO 8.50 s/n 002386 0 2007 HydroCAD Software Solutions LLC Page 25 Time span=0.00-80.00 hrs, dt=0.01 hrs, 8001 points ' Runoff by SCS TR-20 method, UH=SCS Reach routing by Sim-Route method - Pond routing by Sim-Route method w/Net Flows Subcatchment 1: Direct To Sullivan Avenue Runoff Area=3.360 ac 11.61% Impervious Runoff Depth=0.69" ' Flow Length=790' Tc=32.6 min CN=67 Runoff=1.24 cfs 0.192 of Subcatchment 1S: Sullivan Ave Drainage Runoff Area=1.970 ac 86.29% Impervious Runoff Depth=2.45" Flow Length=1,500' Tc=35.9 min CN=93 Runoff=2.87 cfs 0.402 of Subcatchment 2: To Basin#1 Runoff Area=5.020 ac 78.29% Impervious Runoff Depth=2.17" Flow Length=515' Tc=15.3 min CN=90 Runoff=9.50 cfs 0.907 of Subcatchment 2S: Sullivan Ave Drainage Runoff Area=4.160 ac 86.54% Impervious Runoff Depth=2.45" Flow Length=2,450' Tc=11.8 min CN=93 Runoff=9.59 cfs 0.848 of Subcatchment 3: To Basin#2 Runoff Area=6.760 ac 75.59% Impervious Runoff Depth=2.35" Flow Length=515' Tc=36.5 min CN=92 Runoff=9.43 cfs 1.324 of Subcatchment 3A: To Basin#3 Runoff Area=0.170 ac 0.00% Impervious Runoff Depth=0.83" Tc=5.0 min CN=70 Runoff=0.15 cfs 0.012 of Subcatchment 3S: Rear of Red Star Runoff Area=8.170 ac 41.25% Impervious Runoff Depth=1.04" Flow Length=550' Tc=6.8 min CN=74 Runoff=9.15 cfs 0.706 of 1 Subcatchment 4: To CB#7 Runoff Area=1.130 ac 100.00% Impervious Runoff Depth=2.97" Tc=5.0 min CN=98 Runoff=3.64 cfs 0.279 of Subcatchment 5: To CB#8 Runoff Area=0.430 ac 100.00% Impervious Runoff Depth=2.97" Tc=5.0 min CN=98 Runoff=1.38 cfs 0.106 of Subcatchment 6: To CB#9 Runoff Area=0.480 ac 100.00% Impervious Runoff Depth=2.97" ' Tc=5.0 min CN=98 Runoff=1.54 cfs ,0.119 of Subcatchment 6S: Sullivan Ave to CB Runoff Area=0.310 ac 100.00% Impervious Runoff Depth=2.97" ' Tc=5.0 min CN=98 Runoff=1.00 cfs 0.077 of Subcatchment 7: To Basin#4 Runoff Area=6.680 ac 28.74% Impervious Runoff Depth=1.21" Flow Length=567' Tc=42.0 min CN=77 Runoff=4.41 cfs 0.676 of ' Subcatchment 8: To Basin#6 Forebay Runoff Area=2.040 ac 78.92% Impervious Runoff Depth=2.26" Flow Length=459' Tc=5.8 min CN=91 Runoff=5.35 cfs 0.384 of Subcatchment 9: To Treatment Unit#1 Runoff Area=3.330 ac 67.87% Impervious Runoff Depth=2.00" Flow Length=632' Tc=13.7 min CN=88 Runoff=6.10 cfs 0.554 of ' Subcatchment 10: To Upper Swale Runoff Area=2.280 ac 100.00% Impervious Runoff Depth=2.97" Tc=5.0 min CN=98 Runoff=7.34 cfs 0.564 of Subcatchment 11: To Upper Basin#5 Runoff Area=1.340 ac 100.00% Impervious Runoff Depth=2.97" Tc=5.0 min CN=98 Runoff=4.31 cfs 0.331 of