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SEDCAD 4 for Windows <br />!`rv..,r~nM 1opR Gnmr+h. 3 Crh..mh <br />• <br />O <br />S~l M~+r 4rft! ~+r i/~i+QI~L <br />5tri~Ctuit Wit,? Nu{1 <br />Struclt~~c~ >r3~Nu/~ <br />Sfr~u~`ttJC~ '`fit (Ntrll,~ <br />Pond Inputs. <br />Initial Pool Elev: 6,944,00 <br />Initial Pool: 2,87 arft <br />*Sediment Storage: 0.00 ac-ft <br />toad Space: 20.00 % <br />• <br />*No sediment capacitydefined <br />Emergency Spillway <br />Sptliway Etev Crete length Lett Right Bottom <br />tft) Sideslope Sldestr~pe Wldkh {ft~ <br />5,954.00 20.00 2.00:1 2.OO:i 20.00 <br />Perforated Riser <br />Riser <br />Riser Height Barrel <br />Barret Barrel Slope. Number of <br />' <br />Diameter <br />Cft) Diameter <br />t.en9tl'i (ft} (%) Manning <br />s n Sp~iiway Etev Noles per <br />(ir#) (in) Elev <br />18A0 10.00 18.00 122.00 4.00 0.0250 5,952.00 2 <br />Pond Results: <br />Peak Elevation: 6,954.74 <br />..__ <br />H'graph Detention T+me: 8.02 hrs <br />Pond Model: ___.C5TR5 <br />Devrater 71me: 1.82 days <br />Trap Efficiency: 25.24 °!a <br />DewateNng dme is calculated from peak stage to lowest spil/way <br />Elevation-Capacity-Discharge Table <br /> <br />Filename: East Taylor TR60 spillway:sc4 <br />Printed 01-3t-2006 <br />Exh. 7-ET-73 Revision Date: 2/1/06 <br />Revision No.: TR-63 <br />