Laserfiche WebLink
SE©CA0 4 for Windows <br />!'nn.m[rvh! YaQR [y+amnfn i CrMuah <br />• <br />8 <br />Structure t~-etai/I <br />.~ifUCtUt't? ~i`~~lEflJl~ <br />Structures ~~? ~Null~ <br />Strractur~ rr3 ~c.~l/) <br />Structure ~`4 ~Nu/1~ <br />S~ uctcrre #5 f'y~l <br />Pond Inputs: <br />Initial Pool E{ev: 6,744.0,1 <br />Initial Pool: 2.18 ao-ft <br />*5ediment Storage: 0,00 ac-ft <br />Dead 5pae~: 20.00 %a <br />*No sediment capacity de><ned <br />Emergency Spil[wax <br />Spillway Eleu Crest Length ~~ Right Bottom <br />tits Sideslope Sideslope Width ~It~ <br />b,752.40 20.00 i.50:i 1.50:1 12.04 <br />• <br />Perforated Riser <br />Riser <br />Riser Height Sarrel <br />Barrel Barrel Scope Number oP <br /> <br />' <br />Diameter <br />~~~ Diameter <br />~ (~) ('%) Manning <br />s n SpRiway Elev Holes per <br />tin) tin} Elev <br />12.00 8.70 12.E 129.00 9.70 0.0250 b,750.30 2 <br />Pond Results: <br />Peak Elevation: b,754.73 <br />H`graph Detention lime: 2.53 his <br />Pond Model: <br />Dewater?ime: <br />~__._~_. <br />_ CS'rR5 <br />1.45 days <br />_ <br />, Trap Efficiency: 23.02 °fo <br />Uetvaterrrrg time is calculated from peak stage ib lowest spillway <br />Elevation-Capacity-Discharge Table <br />F`slename: prospect TR60 freeboard.sc4 <br />• <br />Printed 01-31-2008 <br />Exh. 7-PP-95 Revision Date: 2/1/06 <br />Revision No.: TR-63 <br />