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SEDCAD 4 for Windows <br />ran„~inf+r l°ca .~nry-r'c~,,,oi~ i s~ti,.,~h <br />/ ~ <br />8 <br />• <br /> <br /> <br />Structure #2 (Mull) <br />YPM-13 <br />Structure #1 (mull) <br />YPM-9 <br />Structure #3 (Pond) <br />Pond OIIA <br />Pond Inputs: <br />Initial Pool Elev: 7,428.10 ft <br />Initial Pool: 0.63 ac-ft <br />*Sediment Storage: 1.19 ac-ft <br />Dead Space: 20.00 <br />Sediment capacity based on Average Annual R of 10.0 for 200 year(s) <br />Drop Inlet <br />Riser Barrel <br />:ght <br />Rise <br />N Barrel Barrel Sloe <br />p Spillway Elev <br />Manning s n <br />Diameter (ft <br />) <br />Diameter Length (ft) (%) (ft) <br />(in) (~n) <br />12.00 2.OOI 12.00 190.00 11.00 0.0240 7,428.10 <br />Pond Results: <br />Emerc.Lency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />7,431.40 53.00 3.00:1 3.00:1 10.00 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />i• <br />Filename: Pond011 TR37 10Yr 24Hr ver 1A.sc4 <br />TR-37 13-4A.1-A.8 <br />Peak Elevation: 7,428.44 ft <br />H'graph Detention Time: 1.07 hrs <br />Pond Modei: CSTRS <br />Dewater Time: 0.66 days <br />Trap Efficiency: 88.29 <br />Panted 08-05-2008 <br />Revised 08/08 <br />