Laserfiche WebLink
EDCAD 4 for Windows <br />r,~.,,»;,,r,s ~oos~ v~~n a a,~..~ti <br /> <br />J <br /> <br />Strcrctur~ ~1-~NuiJ,~ <br />5trt~cturt~ rr?~N <br />Strtctur~ ~3 ~iytell,~ <br />~'tructtlre ,~~ (~'Vul~ <br />~tru~ turc-~ r~,5 (Por~c~~} <br />Pond Inputs: <br />Initial Pool Etev: 6,744.00 <br />~ <br />Initial Pool: -' ~ <br />2.18 ac-flt <br />*5ediment Storage: 0.04 ac-ft <br />Dead Spate: 20,00 °/a <br />*IVo sediment capacitydeflned <br />Emergency Spillway <br />Spipway Elev. Cre't Length left Right Bottom <br />eft) , Sidesiope Stdestope Width (R) <br />6,752.44 24.44 1.54:1 1.50::1 12.44 <br /> <br />PerfQr~ted Riser <br />Riser <br />Diameter Rimer Height Barret <br />Diameter Barrel Barret Slope Number of <br />Planning's n Spillway Etet+ Rotes per <br />~in~ (ft} (in) L,eng[h eft) (°lo) rev <br />12.40 8.74 12.44 129.44 9.74 gA250 6,750.30 2 <br />Pond Results: <br />Peak Elevation: 6,752.65 <br />ti'graph Mention 11me: 7.19 his <br />Pond Model: C.SiRS <br />Dewater Time: 1.70 days <br />Trap Effi~ienty: 42.39 °/a <br />I?ewalering time is calculated from peak stage to lowest spillway <br />Elevation-Ca~3City-Discharge Table <br />:~ <br />____ <br />Filename: prospect i40yr_2dhr.sc4 Rrinted 41-31-20413 <br />Exh. 7-PP-63 Revision Date: 2/1/06 <br />Revision No.: TR-63 <br />