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L J <br />PHASE 1 INITIAL WEST DIVERSION <br />Prepared by Greg Lewicki & Associates <br />Type 11 24-hr Rainfall=2.90" <br />Page 3 <br />Time span=2.00-30.00 hrs, dt=0.05 hrs, 561 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 A: BASIN A Runoff Area=9.300 ac Runoff Depth=0.95" <br />Flow Length=1,774' Slope=0.2334'r Tc=11.7 min CN=76 Runoff=12.30 cfs 0.735 of <br />Reach A7: WEST DIVERSION Al Avg. Depth=0.88' Max Vet=6.05 fps Inflow=12.30 cfs 0.735 of <br />n=0.022 L=260.0' S=0.0212'r Capacity=39.63 cfs Outflow=11.95 cfs 0.735 of <br />Total Runoff Area = 9.300 ac Runoff Volume = 0.735 of Average Runoff Depth = 0.95" <br />100.00% Pervious Area = 9.300 ac 0.00° Impervious Area = 0.000 ac <br />r 1 <br />LI <br />I• <br />