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<br />Civil Software Design -- $EDCAD+ 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. GUBRA, P.E. <br />Date: 03-OS-1998 Time: 10:50:20 <br />AS-BUILT 007 POND - 25R - 24HR EVENT, 1 - 18" WEEP HOLE ® 5644.5 <br />Storm: 2.40 inches, 2S year-24 hour, SCS Type II , <br />Hydrograph Convolution Interval: 0.1 hr <br />YLAST POND ONLY TADLE <br />J1, B1, S1 <br />POND 007 <br />Drainage Ares from J1, B1, S1, SWS(s)1-9: 5}3.9 acres <br />Total Contributing Drainage Area: 513.9 acres <br />DISCHARGE OPTIONS: <br />Perf. Emergency ' <br />Riser Spillway <br />• <br />Riser Diameter (in) <br />Riser Height (ftj <br />Barrel Diameter (in) <br />~~@arrel Length (ft) <br />5arrel Slope (t;) <br />Manning's n of Pipe <br />Spillway Elevation <br />42.0 <br />8.40 <br />42.0 <br />50.00 <br />1.00 <br />0.024 <br />5648.4 <br />Lowest Elevation of Holes 5644.5 ---- <br />p of Holes/Elevation 1 ---- <br />Entrance Losa Coefficient - ---- ---- <br />Tailwater Depth (ft) - ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir width (f t) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (inl ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 5649.4 <br />Crest Length (f t) ---- 50.0 <br />Z:1 (Left and Right) -- -- 2.0 2.0 <br />Bottom Width (ft) ---- 15.0 <br />( N RESOLTS: <br />~J Sediment Pr~-py~p~Ft 2 <br />9~2-11 Sediment <br />0~ <br />Storage+ . <br />. <br />Poo Space Algorithm <br />(ac-f t) ~ (ac-ft) (~) <br /> <br />• Attachment 2.05.3(3)2- 11 <br />