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- Divine Custom Homes proposed 5-12-16 Type ll 24-hr 10 year Rainfall=4.29" <br /> Prepared by {enter your company name here} Printed 5/13/2016 <br /> HydroCADO 10.00-12 s/n 04529 O 2014 HydroCAD Software Solutions LLC Paqe 10 <br /> Summary for Subcatchment 1 P: (new Subcat) <br /> Runoff = 3.72 cfs @ 12.02 hrs, Volume= 0.209 af, Depth= 1.46" <br /> Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs <br /> Type II 24-hr 10 year Rainfall=4.29" <br /> Area (ac) CN Description <br /> * 0.130 98 House, Sport Court& Porch <br /> * 0.230 98 Drive, Walk 8� Patio <br /> 1.360 61 >75% Grass cover, Good, HSG B <br /> 1.720 69 Weighted Average <br /> 1.360 79.07% Pervious Area <br /> 0.360 20.93% Impervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 10.0 Direct Entry, <br /> Subcatchment 1P: (new Subcat) <br /> Hydrograph <br /> 4 �Runoff <br /> 3.72 cfs <br /> Type I I 24-h r <br /> ' ' 10 year Rainfal1=4.29" <br /> 3 Runoff Area=1.720 ac ' <br /> Runoff Volume=0.209 af <br /> � _ _ . Runoff Depth=1.46" <br /> ° 2 Tc=10.0 min <br /> LL ; <br /> ' ', CN=69 <br /> , <br /> 0 <br /> 1 2 3 4 5 6 7 8 9 1011 12131415161718 192021 22232425262728293031 3233343536 <br /> Time (hours) <br />