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Wooddale 1180 Hunter proposed 1-10-18 Type 1124-hr 100 year 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 19 <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=4.97" <br /> Tc=5.0 min CN=79 Runoff=3.38 cfs 0.162 of <br /> Subcatchment 1W: (new Subcat) Runoff Area=0.690 ac 39.28% Impervious Runoff Depth=5.43" <br /> Tc=9.0 min CN=83 Runoff=5.66 cfs 0.312 of <br /> Pond IEP: (new Pond) Peak Elev=1,020.44' Storage=2,348 cf Inflow=3.38 cfs 0.162 of <br /> Outflow=1.34 cfs 0.161 of <br /> Pond 1 WP: (new Pond) Peak EIev=1,008.81' Storage=3,675 cf Inflow=5.66 cfs 0.312 af <br /> Outflow=3.16 cfs 0.312 af <br /> Total Runoff Area= 1.080 ac Runoff Volume= 0.473 af Average Runoff Depth =5.26" <br /> 67.04% Pervious = 0.724 ac 32.96%Impervious = 0.356 ac <br />