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SEDCAD 4 for Windows <br />!`nmvinF1100F .~M~~~mnln I C.. M.mF <br />14 <br /> Area Capacity Discharge Dewater <br />Elevation Time <br /> (ac) (ac-ft) (cts) (hrs) <br />105.50 0. 177 0.673 61.740 0.90 <br />106.00 0, 165 0.763 113.424 0.05 <br />106.50 0. 192 0.857 174.627 ' <br />106.79 0. 197 0.915 215.369 0.05 Peak Stage <br />107.00 0. 200 0.955 244.049 <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br />(ft) <br />Broad- <br /> <br />crested Weir <br />(ds) Combined <br />Total <br /> <br />Discharge <br /> <br />(ds) <br />160. 00 0.000 0.000 <br />loo .ol o.ooo o.ooo <br />loo. so o.ooo o.ooo <br />lol. oo o.ooa o.ooo <br />lol so o.ooa o.ooo <br />loz. oo o.ooo o.ooo' <br />loz. so o.oao o.ooo <br />103. 00 0.000 0.000 <br />103 .50 0.000 0.000' <br />104. 00 D.000 0.000 <br />104. 50 0.000 0.000 <br />105. 00 21.828 21.828 <br />105. 50 61.740 61.740 <br />106. 00 113.424 113.424 <br />106. 50 174.627 174.627 <br />107. 00 244.049 244.049' <br />Structure #7 (Pond1 <br />Stockpond WT-2 <br />Pond Inputs: <br />Initial Pool Elev: 101.00 ft <br />Initial Pool: 0.08 ac-ft <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(R) (R) <br />20.00 104.50 <br />Pond Results: <br />Peak Elevation: 107.22 R <br />Filename: WT HaIfPMF 031607.sc4 Printed 03-i6-2007 <br />Exh. 7-20C-72 Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />~' <br /> <br />• <br />