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<br />PHASE 3 FINAL EAST-DIVERSION Type It 24-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 3 <br />HydroCAD® 8.00 s/n 004412 © 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 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 D: BASIN D Runoff Area=19.500 ac Runoff Depth=0.95" <br />Flow Length=1,662' Slope=0.2178? Tc=11.5 min CN=76 Runoff=25.98 cfs 1.541 of <br />Subcatchment E: BASIN E Runoff Area=3.350 ac Runoff Depth=1.06" <br />Flow Length=1,120' Slope=0.15457' Tc=9.4 min CN=78 Runoff=5.43 cfs 0.295 of <br />Reach D1: EAST DIVERSION D1 Avg. Depth=1.35' Max Vet=6.21 fps Inflow=25.98 cfs 1.541 of <br />n=0.022 L=574.0' S=0.0139 '/' Capacity=32.17 cfs Outflow=24.62 cfs 1.541 of <br />Reach E1: EAST DIVERSION E1 Avg. Depth=0.78' Max Vet=14.39 fps Inflow=28.72 cfs 1.836 of <br />n=0.022 L=528.0' S=0.1345 'P Capacity=49.77 cfs Outflow=28.29 cfs 1.836 of <br />Pond DEA: CULVERT DEA <br />Peak Elev=7,055.92' Inflow=28.29 cfs 1.836 of <br />36.0" x 24.0' Culvert Outflow=28.29 cfs 1.836 of <br />Total Runoff Area = 22.850 ac Runoff Volume =1.836 of Average Runoff Depth = 0.96" <br />100.00% Pervious Area= 22.850 ac 0.00% Impervious Area= 0.000 ac <br />• <br />0