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SEDCAD 4 for Windows <br />r.,...T,.e~ ~ooa nnm oe..,via i c.M.~~~. <br />6 <br /> <br /> <br />-Elevation <br />(ft) <br />Broad- <br /> <br />crested Weir <br />(~) Combined <br />Total <br /> <br />Discharge <br /> <br />(cfs) <br />1DO.oo o.DOO o.ooo I <br />1110.61 0.000 0.000 i <br />100.50 0.000 0.000 <br />101.00 O.ooD o.DOo <br />1o1.sD 0.060 0.600 <br />1DZ.oo 0.000 o.oao' <br />1DZSO 0.000 o.DOD <br />103.00 0.000 O.ODO, <br />103.50 O.ODO 0.000 <br />104.00 0.000 0.000' <br />104.50 0.000 0.000 <br />las.oo D.DO6 0.000 i <br />105.50 0.000 O.ODD <br />1116.00 32.743 32.743 <br />Structure #~Pond1 <br />Sediment Trap 4 <br />Pond Inputs: <br />Initial Pool Elev: 101.00 ft <br />Inital Pool: 0.09 ac-ft <br />Broad-crested Weir <br />Weir Width Spillway Efev <br />(ft) (ft) <br />30.00 105.50 <br />Pond Results: <br />Peak Elevation: 106.01 ft <br />Dewa[er Time: 0.14 days <br />Dewatering time is ca/cu/ated from peak stage to lowest spil/way <br />Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br />Elevation Time <br /> (ac) (arft) (mss) (hrs) <br />loo.oo a.os6 D.aoD a.ooa <br />loom 0.070 0.001 0.000 <br />100.50 0.085 0.039 0.000 <br />101.00 0.103 0.086 0.000 <br />P(lename: WT HaIfPMF 03160ZSC4 Printetl 03-16-2007 <br />Exh. 7-20C-64 Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />i <br />• <br />i <br />• <br />• <br />