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• <br />SEbCAD 4 for Windows <br />rn.u,.ini.f iaoa aa..,om r arh...~W <br /> <br />Str.~cfur~~_ ~~1 't1tt11! <br />Wit!"(1C"~`UI`E ~t`~~t~~l~ <br />tru~tur~~ ~- Nulla <br />.Structur_c~ __r_~_~r'Vt>> <br />Pond Inpl~ts: <br />Initial Pool Elev; <br />~ 6.944,80 <br />~ <br />~~~_ Initial Pool: 2.87 ac-ft <br />--~~~..~ *Sediment Storage: <br />_ qAq ac-tt <br />_.._.~ Dead Space: _ 20,00 % <br />• <br />*Na sediment capacity defined <br />Emergency Spillway <br />Spillway Etev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope width (ft) <br />s,gsa.go zq.oo 2.00;1 2.ao:1 2q,oo <br />Rerforated Riser <br />Riser Riser Hei ht <br />Diameter g Barrel Barrel Barrel Slope <br />thameter u Numt~r ofi <br />Manning s n Spillway Eiev Holes per <br />{in? (R) (in} LeengN~ t~) Cra) Eiev <br />18.Oq 10.80 18.00 122.E 4.0q q.t1250 6,952.00 2 <br />Pond ResLilts: <br />Peak Elevation; 6,956.31 <br />H'graph Detention Time: 2.82 hrs <br />____ Pond Model; CSTRS <br />Dewater Time; <br />_ _.__-_...__ ... 1.9o days <br />_..... <br />...........___.._...._-___ <br />Trap Effideruy; o <br />10.98 !o <br />Dewatering time is calculated from peak stage tri lowest spr'laway <br />Elevation-Capacitk Discharge Table <br />• <br />Filename: East Taylor TR6q,~freetroard.sc4 <br />-.. __ <br />Exh. 7-ET-88 <br /> <br />Printed 01-31-2006 <br />Revision Date: 2/1/06 <br />Revision No.: TR-63 <br />