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HomeMy WebLinkAboutApplication Files_82693_pg0661 72189 EX Type 111 24-hr 25-Year Storm Rainfall=5.50" Prepared by{enter your company name here} Printed 7/26/2011 HydroCADO 9.10 s/n 01237 OO 2009 HydroCAD Software Solutions LLC Page 34 Summary for Link DPI: Chapel Road Inflow Area = 42.004 ac, 7.69% Impervious, Inflow Depth= 0.00" for 25-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 DP2: 4ffsite Yard Drain Inflow Area = 0.667 ac, 0.00% Impervious, Inflow Depth= 1.99" for 25-Year Storm event Inflow - 1.50 cfs @ 12.09 hrs, Volume= 0.111 of Primary = 1.50 cfs @ 12.09 hrs, Volume= 0.111 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 0.205 ac, 0.00% Impervious, Inflow Depth = 0.27" for 25-Year Storm event 1 Inflow 0.01 cfs @ 12.46 hrs, Volume= 0.005 of Primary 0.01 cfs @ 12.46 hrs, Volume= 0.005 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 = 11.163 ac, 3.62% Impervious, Inflow Depth= 0.78" for 25-Year Storm event Inflow = 6.78 cfs @ 12.20 hrs, Volume= 0.723 of Primary = 6.78 cfs @ 12.20 hrs, Volume= 0.723 af, Atten=0%, Lag= 0.0 min Primary outflow= Inflow,Time Span=0.00-72.00 hrs, dt=0.05 hrs