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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 sin 04529 ©2014 HydroCAD Software Solutions LLC Page 5 <br /> Time span=1.00-36.00 hrs, dt=0.05 hrs, 701 points <br /> Runoff by SCS TR-20 method, UH=SCS, Weighted-CN <br /> Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method <br /> Subcatchment 1P: (new Subcat) Runoff Area=1.650 ac 15.15% Impervious Runoff Depth=0.79" <br /> Tc=10.0 min CN=78 Runoff=1.91 cfs 0.108 of <br /> Subcatchment 2P: (new Subcat) Runoff Area=0.480 ac 20.83% Impervious Runoff Depth=0.42" <br /> Tc=8.0 min CN=69 Runoff=0.28 cfs 0.017 af <br /> Pond 1 PP: (new Pond) Peak EIev=996.51' Storage=1,472 cf Inflow=1.91 cfs 0.108 af <br /> Discarded=0.01 cfs 0.015 af Primary=0.49 cfs 0.093 af Outflow=0.51 cfs 0.108 af <br /> Pond 2PP: (new Pond) Peak EIev=993.67' Storage=240 cf Inflow=0.28 cfs 0.017 af <br /> Outflow=0.03 cfs 0.017 af <br /> Total Runoff Area=2.130 ac Runoff Volume=0.125 af Average Runoff Depth =0.71" <br /> 83.57%Pervious= 1.780 ac 16.43%Impervious=0.350 ac <br />