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Wooddale 1180 Hunter existing 1-10-18 Type II 24-hr 100 Rainfall=7.42" <br /> Prepared by{enter your company name here} Printed 1/10/2018 <br /> HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 11 <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 1E: (new Subcat) Runoff Area=0.390 ac 0.00% Impervious Runoff Depth=5.08" <br /> Tc=7.0 min CN=80 Runoff=3.24 cfs 0.165 af <br /> Subcatchment 1W: (new Subcat) Runoff Area=0.690 ac 0.00% Impervious Runoff Depth=5.08" <br /> Tc=12.0 min CN=80 Runoff=4.87 cfs 0.292 of <br /> Total Runoff Area= 1.080 ac Runoff Volume=0.458 af Average Runoff Depth = 5.08" <br /> 100.00% Pervious= 1.080 ac 0.00%Impervious=0.000 ac <br />