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SEDCAD 4 for Windows <br />Initial Pool Eiev: 6,776.75 ft <br />Initial Pool: 22.20 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 5.00:1 2.50:1 10.00 <br />0 <br />Pond Results: <br />Peak Elevation: 6,777.76 ft <br />Dewater Time: 1.03 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation - Capacity- Discharge Table <br />Filename: SCM- 2_Operaticnal 100Yr24Hr 1209.sc4 Printed 12 -12 -2009 <br />2.05.3 -E2.G -2.195 12/09 <br />(' —, nhl cost - -)nm 0 -1. I —h—K <br />Structure #1 Null <br />• <br />PM -6b <br />Structure #4 (Null) <br />PM- 6U,goerMid <br />Structure #6 (Null) <br />PM- 6Middle <br />Structure #8 (Null) <br />PM- &owerMid <br />Structure #13 (Null) <br />PM -&ower <br />Structure #16 (Null) <br />Culvert SC -1 o <br />Structure #17 (Null) <br />SCM - -1 <br />• <br />Structure #21 (Pond <br />Pecoco Pond <br />Pond Inputs: <br />Initial Pool Eiev: 6,776.75 ft <br />Initial Pool: 22.20 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 5.00:1 2.50:1 10.00 <br />0 <br />Pond Results: <br />Peak Elevation: 6,777.76 ft <br />Dewater Time: 1.03 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation - Capacity- Discharge Table <br />Filename: SCM- 2_Operaticnal 100Yr24Hr 1209.sc4 Printed 12 -12 -2009 <br />2.05.3 -E2.G -2.195 12/09 <br />