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Home My WebLink AboutApplication Files_82693_pg0729 72189 PR Type /it 24-hr 10-Year Storm Rainfall=4.70" Prepared by{enter your company name here} Printed 7/26/2011 ' HydroCAD®9.10 s/n 01237 U 2009 H droCAD Software Solutions LLC Page 53 Summary for Link DPI: Chapel Road Inflow Area = 45.120 ac, 56.47% Impervious, Inflow Depth = 0.00" for 10-Year Storm event Inflow = 0.00 cfs @ O.00 hrs, Volume= 0.000 of , Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten=0%, Lag= 0.0 min Primary outflow= Inflow,Time Span=0.00-72.00 hrs, dt=0.05 hrs ' Summary for Link DP2: Offsite Yard Drain Inflow Area = 0.614 ac, 0.00% Impervious, Inflow Depth = 1.39" for 10-Year Storm event ' Inflow = 0.92,cfs @ 12.10 hrs, Volume= 0.071 of Primary - 0.92 cfs @ 12.10 hrs, Volume= 0.071 af, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow,Time Span=0.00-72.00 hrs, dt=.0.05 hrs Summary for Link DP3: Wetland , Inflow Area = 0.037 ac, 0.,00% Impervious, Inflow Depth = 0.05" for 10-Year Storm event Inflow - 0.00 cfs @ 15.63 hrs, Volume= 0.000 of , Primary = 0.00 cfs @ 15.63 hrs, Volume= 0.000 a€,_ Atten=0%, Lag= 0.0 min Primary outflow= Inflow, Time Span=0.00-72.00 hrs, dt= 0.05 hrs Summaryfor Link DP4: CDOT Drainage Network 9 Inflow Area = 8.268 ac,- 8.10% Impervious, lnflow Depth = 0.36" for 10-Year Storm event , Inflow = 2:17 cfs @ 12.16 hrs, Volume= 0.246 of Primary - 2.17 cfs @ 12.16 hrs, Volume= 0.246 af, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow,Time Span= 0.00-72.00 hrs, dt= 0.05 hrs '