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SEDCAD 4 fior V1Jindov~s <br />rt~~.,,;~r.~ Anna o„roi~ i c~ti,.,~ti <br />Design Discharge = 0.07 cfs <br />Nlinimum pipe diameter: 1 - 4 inch pipe(s) required <br />Strructure ~`4 (/llull~ <br />Watershed liV-j6 <br />Structure :~.3 (iVcfli) <br />Watershed W-10 <br />Structure #2 (~i'ull) <br />Watershed W-11 <br />Structure ~1 (Por~d~ <br />Watershed VV-~ (Pond .T O) <br />Pond Inputs: <br />• <br />Pond Results: <br />• <br />Peak Elevation: 6,787.88 <br />H'graph Detention Time: 3.17 hrs <br />Pond Model: CSTRS <br />Dewater Time: 1.20 days <br />Trap Efficiency: 99.28 <br />Elevation-Capacity-Dischar eq Table <br />Filename: Pond010 TR37 25Yr 24Hr ver O.sc4 <br />TR-37 13-3A.1-B.14 <br />Initial Pool Elev: 6,787.60 <br />Initial Poci: 12.18 ac-ft <br />*Sediment Storage: 7.25 ac-ft <br />Dead Space: 20.00 <br />*Sediment capacity was entered by user <br />Emeraency Spillwa~i <br />Spillway Elev Crest Length Ler~ Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,787.60 115.00 3.00:1 3.00:1 8.70 <br />Dewatering time is calculated from peak stage to lowest spillway <br />14 <br />Printed 02-18-2008 <br />Revised 02/08 <br />