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� Divine Custom Homes proposed 5-12-16 Type ll 24-hr 100 year Rainfal1=7.42" <br /> Prepared by{enter your company name here} Printed 5/13/2016 <br /> HydroCAD010.00-12 s/n 04529 O 2014 HvdroCAD Software Solutions LLC Paae 13 <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 1 P: (new Subcat) Runoff Area=1.720 ac 20.93% Impervious Runoff Depth=3.86" <br /> Tc=10.0 min CN=69 Runoff=10.06 cfs 0.553 af <br /> Pond 1PP: (new Pond) Peak Elev=999.85' Storage=9,861 cf Inflow=10.06 cfs 0.553 af <br /> Discarded=0.00 cfs 0.006 af Primary=2.49 cfs 0.514 af Outflow=2.50 cfs 0.520 af <br /> Total Runoff Area= 1.720 ac Runoff Volume=0.553 af Average Runoff Depth =3.86" <br /> 79.07%Pervious= 1.360 ac 20.93%Impervious=0.360 ac <br />