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SEDCAD 4 for Windows <br />!`nn~rnnl„ 1 OOR Damcla I Crhural~ <br />• Structure #S (Nub <br />wells <br />Structure #1 (Nul/) <br />Structure #Z (Pond1 <br />Pond 16A <br />Pond Inputs: <br />Structure Detai/; <br />Initial Pool Elev: 7,525.50 <br />Initial Pool: 11.20 ac-k <br />*Sediment Storage: 6.87 ac-ft <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annua/ R of 30.0 for 1 year(s) <br />Drop Inlet <br />• <br />Riser Height Barrel Barrel Slope <br />aa ' <br />Dia titer <br />(k) meter <br />Di <br />Length (ft) (%) Mannin s n S illwa Elev <br />9 <br />P Y <br />(in) (in) <br />48.00 4.14 48.00 80.00 8.00 0.0240 7,525.50 <br />Emeraencv Soiliwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />7,527.90 27.00 3.00:1 3.00:1 48.00 <br />Pond Results: <br />Peak Elevation: 7,526.99 <br />H'graph Detention Time: 0.61 hrs <br />Pond Model: CSTRS <br />Dewater Tme: 0.70 days <br />Trap Efficiency: 86.20 <br />Dewatering time is calcu/ated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />C~ <br />7 <br />Filename: Pond1610year_05-31-OS.sc4 Printed 0531-2005 <br />