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SEDCAD 4 for Windows <br />(:nn.ninh11 OOA D-1. 1 Crhuroh <br />4 <br />Structure #4 (Nu /i1 <br />40 gpm seep <br />Structure #1 (Null1 <br />SIIPM - -23 <br />Structure #2 (Null) <br />SIIPM 2 <br />Structure #3 (Pond1 <br />Pecoco Pond <br />Pond Inputs: <br />Structure Detail: <br />r <br />Initial Pool Elev: 6,775.50 <br />Initial Pool: 19.61 ac -ft <br />Straight Pipe <br />Barrel Barrel _. <br />Entrance Tailwater <br />Barrel - <br />Manning's Spillway <br />Diameter Length , <br />Loss Depth <br />Slope ( %) <br />n Elev <br />(in) (ft) <br />- <br />Coefficlent (ft) <br />24.00 60.30 2.66 <br />0.0240 6,775.50 <br />0.90 0.00 <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: 6,775.59 <br />Dewater Time: 1.80 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation - Capacity - Discharge Table <br />n� <br />Filename: Pecoco_Pond.sc4 Printed 10 -25 -2005 <br />7- 6g.1 -13 <br />