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SEDCAD 4 far Windows <br />r`,...~,.,nni Tarn as.,,oi, i c,.ti..,n~. <br /> <br /> <br />.Structure 17-etaif; <br />~%tectt~rr~ t,~~Nc:f~ <br />Struc-turw #~ (Nub <br />_~itl CJC~111'P~l1jt/ <br />.~`tructure #5.t'~'ort~~ <br />Pond Inputs: <br />Initial Fool Elev: 6,944,00 <br />initial Pooi: 2.87 ac-ft <br />*Sediment Storage: 0.40 ac-ft <br />Dead Space: 24.f~ °~6 <br />~t~o sediment capaclty+ defined <br />Emergency Spillway <br />Spillway Elev Crest ~~~ left Right. Bottom <br />{ft) Sideslope Sideslape Width {ft) <br />6,954..00 20.04 2.Q0:1 2.00:1 20.40 <br />• <br />Perforated Riser <br />Riser Riser Height <br />Diameter {ft} Barrel Barrel Barrel Slope <br />ft <br />~ <br />Diameter L <br />h Num~r of <br />Manning's n 5piilway Elev Noes per <br />{ink { <br />) ~ <br />~ <br />engt <br />{in} Elev <br />18.(~ 10.00 18.40 122.00 4.00 0.0250 5,952.40 2 <br />Pond Results: <br />Peak Elevation: 6,954.53 <br />H"graph Detention lime: ____ 6.53 firs <br />Pond Model: CSTRS <br />Oewater Time: <br />~~ ~~ 2.03 days <br />Trap Efficiency: 25.48 No <br />Dewatering time is calculated from peak stage to lowestspllCway <br />Elevation-Capacity-Discharge Table <br />~J <br />Filename: East Taylor_104yr 24hr.sc4 Printed 01-3T-2046 <br />Exh. 7-ET-58 Revision Date: 2/1/06 <br />Revision No.: TR-63 <br />