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n <br />U <br />SEDCAD 4 for Windows <br />Combined <br /> <br />Elevation Broad- Total <br />(ft) crested Weir Discharge <br /> (cfs) <br /> (RS) <br />106,00 32.743 32.743 <br />Structure #8 (Pond,] <br />Stockpond WT-3 <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 />(ft) (ft) <br />20.00 104.50 <br />Pond Results: <br />Peak Elevation: 107.70 ft <br />Dewater Tme: 0.17 days <br />Dewatering time is ca/culated from peak stage to lowest spillway <br />• <br />Elevation-Capacity-Discharge Table <br /> <br />Elevation Area <br /> <br />(aQ Capadty <br /> <br />(ac-ft) Discharge <br /> <br />(cB) Dewater <br />Tme <br />(hn) <br />100. 00 0.050 0.000 O.ODO <br />100. 01 0.070 0.001 0.000 <br />100 .50 0.078 0.037 0.000 <br />101. 00 0.087 0.078 0.000 <br />101. 50 0.096 0.124 0.000 <br />202. 00 0.205 0.174 0.000 <br />102. 50 0.115 0.229 0.000 <br />103 .00 0.126 0.289 0.000 <br />103. 50 0.137 0.355 0.000 <br />104. 00 0.148 0.426 0.000 <br />109. 50 0.160 0.503 0.000 Spillway #1 <br />105. 00 0.170 0.586 21.826 1.10 <br />105. 50 0.177 0.673 61.740 2.20 <br />106. 00 0.185 0.763 113.424 0.40 <br />106. 50 0.192 0.857 174.627 0.20 <br />107. 00 0.200 0.955 244.049 <br /> <br />filename: WT HaIfPMF 031607.sc4 <br />Exh. 7-20C-67 <br />Printed 03-i6-2007 <br />Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />