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C <br />• <br />PHASE 2 EAST INTERIM-DIVERSION Type 1124-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 3 <br />HydroCADO 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 C: BASIN C Runoff Area=5.600 ac Runoff Depth=0.80" <br />Flow Length=1,380' Slope=0.2610'/' Tc=9.9 min CN=73 Runoff=6.44 cfs 0.372 of <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=0.1545 7' Tc=9.4 min CN=78 Runoff=5.43 cfs 0.295 of <br />Reach 2-C1: EAST DIVERSION C1 Avg. Depth=0.68' Max Vet=4.49 fps Inflow=6.44 cfs 0.372 of <br />n=0.022 L=260.0' S=0.0150'/' Capacity=14.39 cfs Outflow=6.21 cfs 0.372 of <br />Reach 2-131: EAST DIVERSION D1 Avg. Depth=1.05' Max Vet=7.30 fps Inflow=32.15 cfs 1.913 of <br />n=0.022 L=605.0' S=0.0211 '/' Capacity=45.17 cfs Outflow=30.55 cfs 1.913 of <br />Reach 2-E1: EAST DIVERSION E1 Avg. Depth=0.99' Max Vet=8.79 fps Inflow=34.67 cfs 2.208 of <br />n=0.022 L=444.0' S=0.0327'/' Capacity=56.23 cfs Outflow=33.94 cfs 2.208 of <br />Pond CDE-1: CULVERT CDE-1 <br />Peak Elev=7,056.33' Inflow=33.94 cfs 2.208 of <br />36.0" x 24.0' Culvert Outflow=33.94 cfs 2.208 of <br />Total Runoff Area = 28.450 ac Runoff Volume = 2.208 of Average Runoff Depth = 0.93" <br />100.00% Pervious Area = 28.450 ac 0.00% Impervious Area = 0.000 ac <br />C]