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Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 1 year Rainfall=2.50" <br /> Prepared by{enter your company name here} Printed 1/4/2018 <br /> HydroCAD®10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 7 <br /> Summary for Subcatchment 2P: (new Subcat) <br /> Runoff = 0.28 cfs @ 12.02 hrs, Volume= 0.017 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 Rainfall=2.50" <br /> Area (ac) CN Description <br /> * 0.040 98 House, porch <br /> * 0.060 98 Pool, patios <br /> 0.380 61 >75% Grass cover, Good, HSG B <br /> 0.480 69 Weighted Average <br /> 0.380 79.17% Pervious Area <br /> 0.100 20.83% Impervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 8.0 Direct Entry, <br /> Subcatchment 2P: (new Subcat) <br /> Hydrograph <br /> j 0.3: â– Runoff <br /> (osacis l <br /> 0.26- Type II 24-hr <br /> 0.24= 1 year Rainfall=2.50" <br /> 0.22= Runoff Area=0.480 ac <br /> 0.2- <br /> Runoff Volume=0.017 of <br /> 0.18- <br /> 5 0.16 Runoff Depth=0.42" <br /> a 0.14= Tc=8.0 min <br /> CN=69 <br /> 0.1 <br /> 0.08: <br /> 0.06- <br /> 0.04 <br /> 0.02-. <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 />