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Wooddale 1180 Hunter proposed 1-10-18 Type 1124-hr 10 year Rainfall=4.29" <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 12 <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=2.20" <br /> Tc=5.0 min CN=79 Runoff=1.54 cfs 0.072 af <br /> Subcatchment 1W: (new Subcat) Runoff Area=0.690 ac 39.28% Impervious Runoff Depth=2.54" <br /> Tc=9.0 min CN=83 Runoff=2.74 cfs 0.146 af <br /> Pond 1 EP: (new Pond) Peak EIev=1,020.00' Storage=1,102 cf Inflow=1.54 cfs 0.072 af <br /> Outflow=0.48 cfs 0.072 af <br /> Pond 1 WP: (new Pond) Peak Elev=1,008.15' Storage=1,966 cf Inflow=2.74 cfs 0.146 af <br /> Outflow=1.23 cfs 0.146 af <br /> Total Runoff Area= 1.080 ac Runoff Volume=0.218 af Average Runoff Depth =2.42" <br /> 67.04% Pervious =0.724 ac 32.96%Impervious= 0.356 ac <br />