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C:�Program FileslHydroCADlProjects�FlydroCAD Projects\08 JOBS1 <br /> 08175B Barry Sewall Proposed Conditions Type 1124-hr 2 Year Rainfa11=2.75" <br /> Prepared by Gronberg 8�Associates, Inc. Page 3 <br /> HydroCAD�8.00 sln 004529 �2006 HydroCAD Software Solutions LLC 11/13/2008 4:11:12 PM <br /> Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points <br /> Runoff by SCS TR-20 method, UH=SCS <br /> Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method <br /> Subcatchment A1:Area 1 Runoff Area=1.060 ac Runoff Depth>0.18" <br /> Tc=10.0 min CN=59 RunofF-0.16 cis 0.016 af <br /> Subcatchment A2:Area 2 Runoff Area=0.860 ac Runoff Dep1fi>0.16" <br /> T�10.0 min CN=58 RunofF-0.09 cfs 0.012 af <br /> Subcatchmertt A3:Area 3 Runoff Area=1.400 ac Runoff DepTh>0.51" <br /> Tc=12.0 min CN=70 RunoiF1.01 cTs 0.059 af <br /> Pond D1: Depression Peak Elev=947.34' Storage=0.016 af Inflow--0.16 cis 0.016 af <br /> Outflow=0.00 cis 0.000 af <br /> Pond D2: Depression 2 Peak EIev=945.01' Storage=0.012 af Inflow=0.09 cis 0.012 af <br /> Outflovr-0.00 cTs 0.000 af <br /> Pond D3: Depression 3 Peak Elev=932.42' Storage=0.007 af Inflow=1.01 cts 0.059 af <br /> Outflow=0.89 cfs 0.056 af <br /> Total Runoff Area=3.320 ac Runoff Volume=0.087 af Average Runoff Depth=0.32" <br /> 85.24°� Pervious Area=2.830 ac 14.76°� Impervious Area=0.490 ac <br />