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C:�Program Files�FiydroCAD�ProjectsV-IydroCAD Projects\08 JOBS� <br /> 08175B Barry Sewali Proposed Conditions Type ll 24-hr 10 Year Rainfa11=4.20" <br /> Prepared by Gronberg &Associates, Inc. Page 8 <br /> HydroCAD�8.00 s/n 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 /> Subcatchme�tt A1:Area 1 Runoff Area=1.060 ac Runoff Depth>0.71" <br /> Tc=10.0 min CN=59 RunofF1.12 cfs 0.063 af <br /> Subcatchmerrt A2:Area 2 RunoffArea=0.860 ac Runoff Dep1h>0.66" <br /> Tc=10.0 min CN=58 RunofF0.83 cfs 0.047 af <br /> Subcatchment A3:Area 3 Runoff Area=1.400 ac Runoff Deptfi>1.32" <br /> T�12.0 min CN=70 RunofF2.85 cts 0.154 af <br /> Pond D1: Depression Peak Elev=947.99' Storage=0.063 af Inflow=1.12 cis 0.063 af <br /> Outflow=0.00 cis 0.000 af <br /> Pond D2: Depression 2 Peak Elev=945.36' Storage--0.047 af Inflow=0.83 cfs 0.047 af <br /> Outflovr-0.00 cfs 0.000 af <br /> Pond D3: Depression 3 Peak Elev=932.65' Storage=0.014 af Inflovr-2.85 cfs 0.154 af <br /> Outflow=2.65 cis 0.151 af <br /> Total Runoff Area=3.320 ac Runoff Volume=0.264 af Average Runoff Depth =0.96" <br /> 85.24°� Pervious Area=2.830 ac 14.76°k Impervious Area=0.490 ac <br />