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<br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J, Schwab. All rights reserved. <br />(~ <br />Company Name: WESTERN FUELS - COLORADO <br />Filename: C:\DATA\SEDCAD\ADD07P2C - User:- ROSS L. GU81(A, P.H. <br />Date: 03-OS-1998 Time: 10:37:20 <br />AS-BUILT 007 POND - lOYR - 24HR EVENT, 1 - 18" WEEP HOLE ® 5644.5 <br />Stoxm: 2.00-inches, 10 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 Contributing Drainage Area: 513.9 acres <br />DISCHARGE OPTIONS: <br />Perf. Emergency <br />Riser Spillway <br />• <br />Riser Diameter (in) 92.0 ~---- <br />Riser Height (ft) 8.40 ---- - <br />Harrel Diameter (in) 42.0 ---- <br />.~arrel Length (ft) 50.00 ____ <br />arrel Slope (~) 1.00 <br />Menning's n of Pipe 0..024 ---- <br />Spillway Elevation 5648.4 ---- <br />Lowest Elevation of Holes 5644.5 ---- <br /># of Holes/Elevation 1 ---- <br />Entrance Loss-Coefficient ---- ---- <br />Tailwater Depth (f t) ---- ----~ <br />Notch Angle (degrees) ---- ---- <br />Weir Width (£tj ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon 7vbe Diameter (in) ---- ---- <br />Siphon Tube Length (f t) ---- ---- <br />Manning's n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 5649.4 <br />Crest Length (ft) ---- 50.0 <br />Z:1 (Left ahd Right) -- -- 2.0 2.0 <br />Bottom Width (ft) ---- 15.0 <br />RESULTS: <br />Sediment P~SN~WgYt 2,096{5-27 Sediment <br />Storages Pool Space Algorithm <br />• (Revised March 2006) Attachment 2.05.3(3)-2-29 <br />