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n <br />LJ <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 User: ROSS L. G[IBI(A, P.H. <br />Date: 03-OS-1998 Time: 10:50:20 <br />AS-BUILT 007 POND - 25R - 24HR EVENT, 1 - 18" WHEP HOLE ® 5644.5 <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II ' <br />Hydrograph Convolution Interval: 0.1 hr ~ - <br />i <br />LAST POND ONLY TABLE <br />- J1, H1, S1 <br />POND 007 <br />• <br />Drainage Area from JL, .B1,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)~__~~ne______==4260=>==-=-e__=====~a5'c=====_>__==-_em v= <br />Riser Height (ft) 8'.40 ---- <br />Barrel Diameter (in) 42.0 ---- <br />/'~arrel Length (f t) 50.00 <br />'.` barrel Slope (8j 1.00 ---- <br />Manning's n of Pipe 0.024 ---- . <br />Spillway Elevation 5648.4 ---- <br />Lowest Elevation of Holes ~ 5644.5 ---- <br /># of Holes/Hlevation 1-! ---- <br />Entrance Losa Coefficient ---- ~ ---- <br />Tailwater Depth (ft) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir width (ft)~ ---- <br />Siphon Crest Elevation ---- <br />Siphon Tube Diameter (in) ---- ~ ---- <br />Siphon Tube Length~(ft) <br />- - ---- ---- <br />Manning's n of <br />Siphon ~ ----~ ---- <br />Siphon Znlet Elevation ---- ---- <br />Siphon Outlet Elevation - ---- ---- <br />Emergency Spillway Elevation ~ ---- 5649.4 <br />Crest Length (ft) ~ ---- 50.0 <br />Z:1 (Left and Right) -- -- 2.0 2.0 <br />Bottom Width (f t) ---- 15.0 <br /> <br />RESIILTS: '.- - <br />3ediment P~~~2.0~9~-73 Sediment <br />Storage+ Poo ~ Space Algorithm <br />(ac-ft) (ad-fEl (t) <br /> <br />(Revised March 2008) <br />Attachment 2.05.3(3)-2-15 <br />