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HomeMy WebLinkAboutApplication Files_82693_pg0702 72189 PR Type /// 24-hr 27Year Storm Rainfali=3.20" Prepared by{enter your company name here} Printed 7/26/2011 HvdroCAD®910 s/n 01237 U 2009 HydroCAD Software Solutions LLC Page 27 Summary for Link DP2: OfFsite Yard Drain Inflow Area = 0.614 ac, 0.00% Impervious, Inflow Depth = 0.56" for 2-Year Storm event Inflow - 0.30 cfs @ 12.12 hrs, Volume= 0.029 of - Primary = 0.30 cfs @ 12.12 hrs, Volume= 0.029 af, Atten=0%, Lag= 0.0 min Primary outflow W Inflow, Time Span=0.00-72.00 hrs, dt= 0.05 hrs Summary for Li nk DP3: Wetland Inflow Area = 0.037 ac, 0.00% Impervious, Inflow Depth = 0.00" for 2-Year Storm event Inflow = 0.00 cfs @ 0.00 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 DP4: CDOT Drainage Network Inflow Area = 8.268 ac, 8.10% Impervious, Inflow Depth= 0.07" for 2-Year Storm event Inflow = 0.45 cfs @ 12.18 hrs, Volume= 0.046 of Primary = 0.45 cfs @ 12.18 hrs, Volume= 0.046 af, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow, Time Span= 0.00-72.00 hrs, dt=0.05 hrs