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� Divine Custom Homes proposed 5-12-16 Type ll 24-hr 100 year Rainfall=7.42" <br /> Prepared by {enter your company name here} Printed 5/13/2016 <br /> �droCADO 10.00-12 s/n 04529 O 2014 HydroCAD Software Solutions LLC Paqe 14 <br /> Summary for Subcatchment 1 P: (new Subcat) <br /> Runoff = 10.06 cfs @ 12.02 hrs, Volume= 0.553 af, Depth= 3.86" <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 100 year Rainfall=7.42" <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 /> 11 m Runoff <br /> . . __.'__-''_- 10.O6cfs . . . _ ._ <br /> '° ' Type II 24-hr , <br /> ---- -- - - - ---- - --- <br /> 9 100 year Rainfall=7.42" <br /> 8 Runoff Area=1.720 ac <br /> � Runoff Volume=0.553 af <br /> -- �-� � - �- � .--- . . :_ _. <br /> � 6 Runoff Depth=3.86" <br /> ; - _ � . _ <br /> ° 5 Tc=10.0 min <br /> � <br /> - ; ; ; ; : <br /> 4 - -� ----,--,- CN=69 <br /> 3 i , � � , � <br /> 2 , <br /> 1 <br /> 0 <br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 S 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 <br /> Time (hours) <br />