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I • <br /> <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Structure Detail: <br />,Str~ctur_e_ _#_6_(J_V~ <br />Top of pile <br />Structure #5 (Null ) <br />North pile slopes <br />Structure #4 (Null ) <br />East pile slopes <br />Structure #3 (Null <br />West pile slopes <br />Stcu~ture #? (NuJ~ <br />Old topsoil pile area <br />Structure #1 (Null) <br />Undisturbed upland <br />Structure #7 (Pond) <br />RP-1 Pond <br />Pond Inputs: <br />Initia! PoW Elev: 5,485.20 <br />Initial Pool: 2.89 ac-ft <br />'Sediment Storage: 0.06 ac-k <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of 16.6 for 10 year(s) <br />Drop Inlet <br />Riser Riser Height Barrel Barrel Barrel Slope <br />Diameter (R) Diameter Length (R) (%~ Manning's n Spillway Elev <br />(in) (in) <br />24.00 5.20 16.00 110.00 3.60 0.0150 5,485.20 <br />Pond Results: <br /> <br />Peak Elevation: 5,485.28 <br />H'graph Detention Time: 0.81 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.59 days <br />Trap Efficiency: 99.69 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Filename: RP-1 reclaimed.sc4 <br />Printed 04-16-2002 <br />8 <br />