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UWA10002 - Proposed <br />Prepared by {enter your company name here} <br />HydroCAD® 9.10 s/n 01542 © 2009 HydroCAD Software Solutions LLC <br />Summary for Subcatchment 3S: Drainage Area #3 <br />[49] Hint: Tc <2dt may require smaller dt <br />Runoff = 9.38 cfs @ 11.95 hrs, Volume= 0.443 af, Depth> 3.11" <br />Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs <br />Type II 24 -hr 10 -yr Rainfall= 4.10" <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft /ft) (ft /sec) (cfs) <br />5.0 Direct Entry, <br />10- <br />U 6- <br />5- <br />Area (sf) CN Description <br />64,715 98 Paved parking, HSG B <br />9,671 61 >75% Grass cover, Good, HSG B <br />74,386 93 Weighted Average <br />9,671 13.00% Pervious Area <br />64,715 87.00% Impervious Area <br />Subcatchment 3S: Drainage Area #3 <br />Hydrograph <br />10 <br />1 <br />1 <br />11 <br />9.38 efs <br />12 13 14 15 <br />Time (hours) <br />Type 11 24-hr 10 -yr Rainfall = 4.10" <br />Printed 12/1/2010 <br />Page 35 <br />Type II 24 -hr 10 -yr <br />H Rainfall= 4.10" <br />Rundff Area=74,386 sf <br />Runoff Volume =0.443 of <br />Runoff Depth >3.11" <br />Tc =5.0 min <br />r 7 <br />CN =93 <br />16 <br />17 <br />18 <br />19 <br />20 <br />❑ Runo <br />