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<br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-199 2. Pamela J. Schwab. All rights reserved. <br />Company Name: WESTERN FUELS - COLORADO <br />Filename: C:\DATA\SEDCAD\AD07P24C User: ROSS L. GUBKA, P.E. <br />Date: 03-OS-1998 Time: 10:50:20 <br />AS-BUILT 007 POND - 29 R - 24HR EVENT, 1 - 18" WEEP HOLE ® 5644.5 <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br /> LAST POND ONLY TABLE <br /> J1, B1, S1 <br /> POND 007 <br />Drainage Area from J1, B1, S1~ SWS (s)1-4: 513. 9 acres - ~ <br />Total Contrib uting Drainage Area: 513.9 acres <br />DISCHARGE OPTIONS: <br /> Perf. Emergency <br /> Riser Spillway _ <br />Riser Diameter (in)=-_~._.-__ =====42.0....---a-_-=_-__~_~~_____ ________e..._=~_ <br />Riser Height (ft) 8.40 ---- <br />Barrel Diameter (in) 42.0 ---- <br />arrel Length (ftJ 50.00 ---- <br />~~arrel Slope (%) 1.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevation 5648.4 <br />-- <br /> =_ <br />• <br />Lowest Elevation of Hplee 5644.5 <br />~ of Holes/Elevation 1 ---- <br />Entrance Loee 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 />Manning's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 5649.9 <br />Crest Length (f t) ---- 50.0 <br />Z:1 (Left and Right) -- -- 2.0 2.0 <br />Bottom Width (f t) ---- 15.0 <br />RESULTS: ~ - <br />Sediment Pg~g~~y.0~g~. ~; Sediment <br />Storage* Pool Space Algorithm <br />(ac-ft) (ac-ft) (4) -- <br />• Attachment 2.05.3(3)2-13 <br />