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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 6 <br /> Summary for Subcatchment 1P: (new Subcat) <br /> Runoff = 1.91 cfs @ 12.03 hrs, Volume= 0.108 af, Depth= 0.79" <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 /> * 0.075 98 House, stoop <br /> * 0.175 98 Drive, walk <br /> 1.400 74 Pasture/grassland/range, Good, HSG C <br /> 1.650 78 Weighted Average <br /> 1.400 84.85% Pervious Area <br /> 0.250 15.15% 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 /> / I <br /> D Runoff <br /> 2 ogles <br /> Type II 24-hr <br /> 1 year Rainfall=2.50" <br /> Runoff Area=1.650 ac <br /> Runoff Volume=0.108 af <br /> Runoff Depth=0.79" <br /> ° 1 Tc=10.0 min <br /> LL i <br /> CN=78 <br /> o /Jii: l/Tlfl <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 />