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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 8S: Drainage Area #4 <br />[49] Hint: Tc <2dt may require smaller dt <br />Runoff = 7.48 cfs @ 11.95 hrs, Volume= 0.380 af, Depth> 5.18" <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 100 -yr Rainfall = 5.90" <br />0 <br />LL <br />Area (sf) CN Description <br />38,331 98 Paved parking, HSG B <br />0 61 >75% Grass cover, Good, HSG B <br />38,331 98 Weighted Average <br />38,331 100.00% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft /ft) (ft /sec) (cfs) <br />5.0 <br />1 <br />r <br />8 <br />9 <br />Subcatchment 8S: Drainage Area #4 <br />Hydrograph <br />10 <br />11 <br />7 <br />7.48 cfs <br />Direct Entry, <br />12 13 14 <br />Time (hours) <br />15 <br />16 <br />Type 11 24-hr 100 -yr Rainfall = 5.90" <br />Printed 12/1/2010 <br />Page 50 <br />Type II 24-h r - 100 -yr - <br />Rainfall_5.90" <br />Runoff Area =38,331 sf <br />Runoff'Volum -0.380 of <br />__ .Runoff. Depth >5.18 " ... <br />Tc =5.0 min <br />CN =98 <br />17 <br />18 <br />19 <br />20 <br />❑ Runo <br />