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HomeMy WebLinkAboutApplication Files_82693_pg0637 72189 EX Type 11124-hr 2-Year Storm Rainfall=3.20" ' Prepared by{enter your company name here} Printed 7/26/2011 HydroCAD®9.10 s/n 01237 ©2009 HydroCAD Software Solutions LLC Paste 12 ' Summary for Link DP1: Chapel Road Inflow Area = 42.004 ac, 7.69% 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 DP2: Mite Yard Drain Inflow Area = 0.667 ac, 0.00% Impervious, Inflow Depth = 0.60" for 2-Year Storm event Inflow = 0.37 cfs @ 12.11 hrs, Volume= 0.033 of Primary = 0.37 cfs @ 12.11 hrs, Volume= 0,033 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 = 0.00" 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, Men= 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= 0.15" for 2-Year Storm event Inflow — 0.59 cfs @ 12.46 hrs, Volume= 0.138 of Primary — 0.59 cfs @ 12.46 hrs, Volume= 0.138 af, Atten=0%, Lag= 0.0 min Primary outflow= Inflow,Time Span= 0.00-72.00 hrs, dt= 0.05 hrs