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~J <br />SEDCAD 4 for Windows <br />r~..n~vinF~ COOP ~nM Darnnla I C.. h.niaF <br />t3 <br /> <br /> <br />Elevation <br />(g) <br />Broad- <br /> <br />crested Welr <br />(cts) Combined <br />Total <br />i <br />Discharge i <br /> <br />(cts) <br />loD. oo o.aoo o.aoo' <br />loo. ol o.DOD o.ooo <br />loo so o.ooo o.ooo, <br />lol. oo o.ooo o.ooD <br />lol sD o.aoo D.ooo <br />loz. oo D.ooo o.aoo <br />loz sD o.ooa o.aao'' <br />103 .00 0.000 0.000 <br />SD3. 50 O.OOD D.D00 <br />104. 00 0.000 O.000i <br />104. 50 0.000 O.000i <br />105 .00 0.000 O.000I <br />105 .50 0.000 0.000' <br />106. 00 32.743 32.743 <br />Structure #6 (pondl <br />Stockpond WT-1 <br />• Pond Inputs: <br />Pond Results: <br />Initial Pool Elev: 101.00 ft <br />Inidal Pool: 0,08 ac-ft <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(ft) (ft) <br />20.00 104.50 <br />Peak Elevation: 105.51 ft <br />Dewater Time: 0.51 days <br />Dewatering t/me is ca/cu/aced from peak stage to lowest spil/way <br />Elevation-Capacity-Discharge Table <br /> Area Capacity Disrharge Dewater <br />Time <br />Elevation <br /> (ac) (ac-ft) {ds) (hrs) <br />100.00 0.050 0.000 0.000 <br />100.01 0.070 0.001 0.000 <br />100.50 0.078 0.037 0.000 <br />SD1.00 0.087 0.078 O.OOD <br />Filename: WT Hundred24 031607.sc4 <br />Exh. 7-20C-47 <br />Printed 03-16-2007 <br />Revision Date: 3!]9/07 <br />Revision No.: PR-02 <br />