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<br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J~ Schwab. All rights reserved. <br />Company Name: WESTERN FUELS - COLORADO <br />Filename: C:\DATA\SEDCAD\AD07P24C Uaer: ROSS L. GUBICA, P.E. <br />Date: 03-OS-1998 Time: 10:50:20 <br />AS-BUILT 007 POND - 25R - 24HR EVENT, 1 - 18" WEEP HOLE ® 5649.5 <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution interval: 0.1 hr <br />POND~INPOT/OUTPUT TABLE - <br />J1, B1, S1 <br />POND 007 <br />Drainage Area from •J1,~81, S1, SWS (s)1-4: 513.-9 acres <br />- Total Contributing Drainage Area: 513.9-acres ~ ~~ <br />DISCHARGE OPTIONS <br /> ' - - Perf. Emergency <br /> Riser Spillway ~ - - <br />Riser Diameter~(in) e c 42 0 ---II6a=====c=~sy= __ ___ ~=6=--==L <br />Riser Height (ft) 8.40 ---- <br />Barrel Diameter (in) 42.0 ---- <br />• <br />~"yarrel Length (ft) 50.00 ---- <br />\__ arreY Slope (F) 1.00 ---- <br />Manning's n of Pipe 0..024 ---- <br />Spillway Elevation 5648.4 ---- ` <br />Lowest Elevation of Holen ~: 5644.5 ---- <br /># of xolea/Elevation 1~.~ ---- <br />Entrance Loan Coefficient ---- ---- <br />Tailwater Depth (f t) - ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ~ ~--.-- ---- <br />Siphon Crest Elevation -- -- ---- <br />Siphon Tube Diameter (in) ~~ -- -- ---- <br />Siphon Tube Length~(ft) ~ - -- -- ---- <br />Manning'e n of Siphon ~-- -- ---- <br />Siphon Inlet Elevation .-- -- ---- <br />Siphon Outlet Elevation - - ~ -- -- ---- <br />Emergency Spillway Elevation -- -- 5649.4 <br />Crest Length (ft) -- -- 50.0 <br />Zil (Left and Right) -- -- 2.0 2.0 <br />Bottom width (ft) - ~ -- -- 15.0 <br />R$SULTS: - - <br />Sediment. ' ~ P,~ 2.0~~- 75 Sediment <br />'Storage*'.-Pool Space Algorithm <br />u <br />(Revised March 2006) <br />Attachment 2.05.3(3)-2-17 <br />