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SEDCAD 4 for Windows <br />i oca -onn7 0 --- 1. 1 <br />Structure #21 (Pond) <br />• PECOCO Pond <br />Pond Inputs: <br />Initial Pool Elev: 6,776.80 ft <br />Initial Pool: 22.31 ac -ft <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope . Width (ft) <br />6,776.60 25.00 2.50:1 5.00:1 10.00 <br />Pond Results: <br />Peak Elevation: 6,777.76 f <br />Dewater Time: 0.82 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation - Capacity- Discharge Table <br />• <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge Dewater <br />Time <br />(cfs) (hrs) <br />6,750.00 <br />0.000 <br />0.000 <br />0.000 <br />6,750.50 <br />0.006 <br />0.001 <br />0.000 <br />6,751.00 <br />0.023 <br />0.008 <br />0.000 <br />6,751.50 <br />0.051 <br />0.026 <br />0.000 <br />6,752.00 <br />0.091 <br />0.061 <br />0.000 <br />6,752.50 <br />0.115 <br />0.112 <br />0.000 <br />6,753.00 <br />0.141 <br />0.176 <br />0.000 <br />6,753.50 <br />0.170 <br />0.253 <br />0.000 <br />6,754.00 <br />0.202 <br />0.346 <br />0.000 <br />6,754.50 <br />0.229 <br />0.454 <br />0.000 <br />6,755.00 <br />0.258 <br />0.576 <br />0.000 <br />6,755.50 <br />0.288 <br />0.712 <br />0.000 <br />6,756.00 <br />0.320 <br />0.864 <br />0.000 <br />6,756.50 <br />0.346 <br />1.030 <br />0.000 <br />6,757.00 <br />0.372 <br />1.210 <br />0.000 <br />6,757.50 <br />0.400 <br />1.402 <br />0.000 <br />6,758.00 <br />0.428 <br />1.609 <br />0.000 <br />6,758.50 <br />0.451 <br />1.829 <br />0.000 <br />6,759.00 <br />0.475 <br />2.061 <br />0.000 <br />6,759.50 <br />01500 <br />2.304 <br />0.000 <br />6,760.00 <br />0.525 <br />2.561 <br />0.000 <br />18 <br />Filename: PM- 1_Operational_100Y24Hr 1209.sc4 <br />2.05.3 -E2.G -2.18 <br />Printed 12 -23 -2009 <br />12/09 <br />