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Wooddale 1180 Hunter proposed 1-10-18 Type 1124-hr 1 year Rainfall=2.50" <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 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 1E: (new Subcat) Runoff Area=0.390 ac 21.79% Impervious Runoff Depth=0.84" <br /> Tc=5.0 min CN=79 Runoff=0.58 cfs 0.027 of <br /> Subcatchment 1W: (new Subcat) Runoff Area=0.690 ac 39.28% Impervious Runoff Depth=1.06" <br /> Tc=9.0 min CN=83 Runoff=1.15 cfs 0.061 of <br /> Pond 1EP: (new Pond) Peak EIev=1,019.70' Storage=405 cf Inflow=0.58 cfs 0.027 of <br /> Outflow=0.12 cfs 0.027 af <br /> Pond 1WP: (new Pond) Peak EIev=1,007.68' Storage=872 cf Inflow=1.15 cfs 0.061 af <br /> Outflow=0.38 cfs 0.061 of <br /> Total Runoff Area= 1.080 ac Runoff Volume=0.088 af Average Runoff Depth =0.98" <br /> 67.04% Pervious = 0.724 ac 32.96%Impervious=0.356 ac <br />