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n <br />I`J <br />SEDCAD 4 for Windows <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~) Dewater <br />Time <br />(hrs) <br />lolso o.lzz o.14z o.oao <br />loz.oo D.14z o.zo0 a,DOa <br />102.50 0.164 0.284 0,000 <br />103.00 0.188 0.372 0.000 <br />]03,s0 0.213 0.472 O,ODD <br />104.00 0.240 0.585 DODO <br />104.50 0.268 0.712 0.000 <br />10$.00 0,298 0.854 0.000 <br />105.50 0.330 1.011 0.000 Spillway #1 <br />106.00 0.450 1.205 32.743 <br />Detailed Discharge Table <br />C J <br /> <br /> <br />Elevation <br />(ft) <br />Broad- <br /> <br />crested Weir <br />{ds) Combined <br />Total <br /> <br />Discharge <br /> <br />(ds) <br />100,00 0.000 0.000 <br />100,01 0.000 0.000 <br />100.sD 0.000 O.ODD <br />101.00 <br />101.50 0.000 <br />0.000 0.000 <br />0.000 <br />102.00 0.000 0.000 <br />102.50 0.000 0.000 <br />103.00 0.000 0.000 <br />103.50 0.000 0.000 <br />loa.oo o.DOO o.ooo <br />lo4so D.ooo o.DDa <br />SOS.DO 0.000 0.000 <br />105.50 0.000 0.000 <br />106.00 32.743 32.743 <br />Structure #3 (Pond) <br />Sediment Trap 3 <br />Pond Inputs: <br />Initial Pool Elev: 101.00 ft <br />Initial Pool: 0.09 ac-ft <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(ft) (ft) <br />30.00 105.50 <br />Filename: WT HaIfPMF 031607.sc4 <br />Exh.7-20C-65 <br />Printed 03-t6-2007 <br />Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />