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SEDCAD 4 for Windows <br />f -AM'. 1000 _91VII De 1u I Cni,u.ok <br />Structure #66 (Pond <br />WT STOCKPOND 6 <br />Pond Inputs: <br />Pond Results: <br />Detailed Discharge Table <br />Area <br />Capacity <br />Discharge <br />Dewater <br />Elevation <br />Elevation (ft) <br />crested Weir <br />10.14% <br />Time <br />(cl's) <br />(ac) <br />(ac-ft) <br />(cfs) <br />(cl's) <br />100.00 <br />0.000 <br />0.000 <br />101.00 <br />(hrs) <br />104.00 <br />0.177 <br />0.306 <br />0.000 <br />103.00 <br />105.00 <br />0.250 <br />0.519 <br />0.000 <br />Spillway #1 <br />106.00 <br />0.364 <br />0.824 <br />61.740 <br />2.95 <br />107.00 <br />0.500 <br />1.254 <br />174.627 <br />Structure #66 (Pond <br />WT STOCKPOND 6 <br />Pond Inputs: <br />Pond Results: <br />Detailed Discharge Table <br />Initial Pool Elev: <br />101.00 ft <br />Combined <br />0.02 ac -ft <br />Broad- <br />Total <br />Elevation (ft) <br />crested Weir <br />10.14% <br />(cl's) <br />Discharge <br />(cl's) <br />100.00 <br />0.000 <br />0.000 <br />101.00 <br />0.000 <br />0.000 <br />102.00 <br />0.000 <br />0.000 <br />103.00 <br />0.000 <br />0.000 <br />104.00 <br />0.000 <br />0.000 <br />105.00 <br />0.000 <br />0.000 <br />106.00 <br />61.740 <br />61.740 <br />107.00 <br />174.627 <br />174.627 <br />Initial Pool Elev: <br />101.00 ft <br />Initial Pool: <br />0.02 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />20.00% <br />*No sediment capacity defined <br />Broad - crested Weir <br />Weir Width Spillway Elev <br />(ft) (ft) <br />20.00 105.00 <br />Peak Elevation: 110.68 ft <br />H'graph Detention Time: <br />0.06 hrs <br />Pond Model: <br />CSTRS <br />Dewater Time: <br />0.16 days <br />Trap Efficiency: <br />10.14% <br />Dewatering time is calculated from peak stage to lowest spillway <br />10 <br />Filename: STWestHalfPMP090209.sc4 Printed 09 -02 -2009 <br />Exh. 7- 20C -56 Revision Date: 9/02/09 <br />Revision No.: TR -82 <br />