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Hendel L3, B1 MLP proposed 12-26-17 Type 1124-hr 100 year Rainfall=7.42" <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 19 <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=4.86" <br /> Tc=10.0 min CN=78 Runoff=11.93 cfs 0.668 of <br /> Subcatchment 2P: (new Subcat) Runoff Area=0.480 ac 20.83% Impervious Runoff Depth=3.86" <br /> Tc=8.0 min CN=69 Runoff=3.03 cfs 0.154 af <br /> Pond 1PP: (new Pond) Peak Elev=998.21' Storage=8,659 cf Inflow=11.93 cfs 0.668 af <br /> Discarded=0.02 cfs 0.024 af Primary=5.41 cfs 0.644 af Outflow=5.44 cfs 0.668 af <br /> Pond 2PP: (new Pond) Peak Elev=994.25' Storage=2,613 cf Inflow=3.03 cfs 0.154 af <br /> Outflow=0.73 cfs 0.154 af <br /> Total Runoff Area=2.130 ac Runoff Volume=0.822 af Average Runoff Depth =4.63" <br /> 83.57%Pervious= 1.780 ac 16.43%Impervious=0.350 ac <br />