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SEQCAi) ~ For Windows <br />r,,,....;..Mr , dca o.,,,.dn i a~n...o~, <br />>~ <br />n <br />Stru~ure I,~etai/; <br />5truc~tt~r~ ;t.~/Vul/~ <br />S(rUi~tllr~ .~~_~~_(1Vt11 <br />5trvcture ~ 3_~NuII,~ <br />Structure :~~f Nti~'1} <br />Sti~uctur~~ ~~ F~t~ta~! <br />Pond Inputsr <br />Irtittai Po4i Elev: 6,744.00 <br />INt+ai Pooh <br />~ 2,18 ac-ft <br />*Sediment Storage: 0.00 ac-ft <br />Dead Space: 20.00 4/0 <br />*Na sediment capacity damned <br />Emergency Spillway <br />Spillway Elev crest Length left Right Bottom <br />{ft) Sidesiope Sideslope Wldth {ft) <br />6,752.00 20.00 1.50;1 1.50:1 12,00 <br />• <br />Perforated Riser <br />,~ <br />Ofam~ter Riser Height Barrel <br />Diameter Barrel BaRReQ SIOpe Number df <br />Manning`s n Spillway Elev Holes per <br />{in;- {~) {in) Length {ft) { Jo) Eiev <br />12.00 8.70 12.00 129.00 9.70 0.0250 6,750.30 2 <br />Pond Results: <br />Peak Elevation: 6,752.91 <br />H'graph Detention Time: 6S9 hrs <br />~~ Potu1 Model: cSTRS <br />Dewater Time: <br />~ 1.40 days <br />~ <br />Trap Effiaency; 38.32 °Jo <br />Dewatering time !s calculated fmm peak stage to iawest spillway <br />Elevation-Capacity-Discharge Table <br /> <br />Filename: prospect TR60scA <br />Exh. 7-PP-79 <br />Printed 01-31-2008 <br />Revision Date: 2/1/06 <br />Revision No.: TR-63 <br />