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- Divine Custom Homes proposed 5-12-16 Type ll 24-hr 10 year Rainfall=4.29" <br /> Prepared by{enter your company name here} Printed 5/13/2016 <br /> HydroCAD�10.00-12 s/n 04529 O 2014 HydroCAD Software Solutions LLC Paqe 9 <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=1.720 ac 20.93% Impervious Runoff Depth=1.46" <br /> Tc=10.0 min CN=69 Runoff=3.72 cfs 0.209 af <br /> Pond 1PP: (new Pond) Peak EIev=999.02' Storage=3,697 cf Inflow=3.72 cfs 0.209 af <br /> Discarded=0.00 cfs 0.006 af Primary=0.51 cfs 0.170 af Outflow=0.52 cfs 0.176 af <br /> Total Runoff Area= 1.720 ac Runoff Volume=0.209 af Average Runoff Depth = 1.46" <br /> 79.07%Pervious= 1.360 ac 20.93%Impervious=0.360 ac <br />