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HomeMy WebLinkAboutApplication Files_85048_pg0232 ' POST DEVELOPMENT- DP1 2007-058 Jones-POST D1 Type Ill 24-hr 25 year Rainfall=5.50" Prepared by J.R. Russo &Associates Printed 12/27/2010 HydroCAD®8.50 s/n 002386 ©2007 HydroCAD Software Solutions LLC Page 29 Subcatchment 12: To Basin#5 Runoff Area=2.330 ac 85.84% Impervious Runoff Depth=4.69" Flow Length=350' Tc=17.1 min CN=93 Runoff=8.68 cfs 0.911 of Subcatchment 13: To Lower Basin#5 Runoff Area=0.930 ac 80.65% Impervious Runoff Depth=4.58" Flow Length=398' Tc=10.9 min CN=92 Runoff=4.02 cfs 0.355 of Subcatchment 14: To Treatment Unit#2 Runoff Area=1.520 ac 91.45% Impervious Runoff Depth=5.03" ' Tc=5.0 min CN=96 Runoff=8.36 cfs 0.637 of Subcatchment 15: Entry Drive Runoff Area=0.400 ac 92.50% Impervious Runoff Depth=4.92" Tc=5.0 min CN=95 Runoff=2.18 cfs 0.164 of Subcatchment 16: Direct to Basin#5 Runoff Area=6.240 ac 5.77% Impervious Runoff Depth=2.16" Flow Length=430' Slope=0.0100'/' Tc=39.3 min CN=67 Runoff=7.64 cfs 1.123 of ' Subcatchment 17: Direct to Basin#6 Runoff Area=3.520 ac 24.43% Impervious Runoff Depth=2.95" Tc=5.0 min CN=76 Runoff=12.64 cfs 0.866 of Reach 3R: Basin to MH Avg. Depth=0.57' Max Vet=4.02 fps Inflow=2.50 cfs 1.885 of D=18.0 n=0.012 L=1,250.0 S=0.0050 r Capacity=8.05 cfs Outflow=2.49 cfs 1.885 of Pond B1: Basin#1 Peak EIev=86.06' Storage=55,885 cf Inflow=18.58 cfs 1.885 of 12.0"x 76.0' Culvert Outflow=2.44 cfs 1.849 of Pond B2: Basin#2 Peak EIev=86.07' Storage=44,069 cf Inflow=18.63 cfs 4.439 of Primary=7.45 cfs 4.354 of Secondary=1.35 cfs 0.062 of Outflow=8.77 cfs 4.416 of Pond 133: Basin#3 Peak EIev=85.76' Inflow=7.51 cfs 4.393 of ' Primary=7.51 cfs 4.383 of Secondary=1.55 cfs 0.010 of Outflow=7.51 cfs 4.393 of Pond B4: Basin#4 Peak EIev=84.40' Storage=36,366 cf Inflow=19.69 cfs 6.969 of Primary=15.92 cfs 6.952 of Secondary=0.00 cfs 0.000 of Outflow=15.92 cfs 6.952 of Pond B& Basin#5 Peak EIev=83.72' Storage=69,474 cf Inflow=30.91 cfs 3.976 of 24.0"x 26.0' Culvert Outflow=9.07 cfs 3.960 of Pond B6: Basin#6 Peak EIev=83.12' Storage=245,599 cf Inflow=51.07 cfs 14.547 of 15.0"x 94.0' Culvert Outflow=11.05 cfs 14.469 of ' Pond CB36: CB#35 Peak EIev=83.16' Inflow=9.27 cfs 4.124 of 24.0"x 46.0' Culvert Outflow=9.27 cfs 4.124 of Pond CB36: CB#36 Peak EIev=83.26' Inflow=9.27 cfs 4.124 of 24.0"x 26.0' Culvert Outflow=9.27 cfs 4.124 of ' Pond CB7: CB#7 Peak EIev=85.45' Inflow=8.09 cfs 4.879 of Primary=8.09 cfs 4.874 of Secondary=0.99 cfs 0.005 of Outflow=8.09 cfs 4.879 of Pond CB8: CB#8 Peak EIev=85.08' Inflow=8.34 cfs 5.062 of Primary=8.34 cfs 5.062 of Secondary=0.00 cfs 0.000 of Outflow=8.34 cfs 5.062 of