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- Divine Custom Homes proposed 5-12-16 Type ll 24-hr 1 year Rainfa11=2.50" <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 6 <br /> Summary for Subcatchment 1 P: (new Subcat) <br /> Runoff = 0.90 cfs @ 12.04 hrs, Volume= 0.060 af, Depth= 0.42" <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 1 year Rainfa11=2.50" <br /> Area (ac) CN Description <br /> '` 0.130 98 House, Sport Court & Porch <br /> * 0.230 98 Drive, Walk & 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 1 P: (new Subcat) <br /> Hydrograph <br /> � ■Runoff <br /> o.so� I <br /> � Type I I 24-h r <br /> 1 year Rainfa11=2.50" <br /> Runoff Area=1.720 ac <br /> Runoff Volume=0.060 af <br /> � Runoff Depth=0.42" <br /> � <br /> ; Tc=10.0 min <br /> LL <br /> � CN=69 <br /> � � '�� ,� � '� �� <br /> 0 <br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 <br /> Time (hours) <br />