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• File: J:\ODJOBS\003-2166\SGOlMD2X 7/22/00, 7:54:IOPM <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD\2166\SGOIMD2 User: WDP (Modified & revised <br />by TAC) <br />Date: 07-22-2000 Time: 19:46:48 <br />SEDPOND SG-1 <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--- ----------r----- <br />POND INPUT/OUTPUT TABLE <br />............................................................................... <br />CAUTION: THE STAGE OF YOUR PRINCIPLE 'SPILLWAY MAY CAUSE BED. SCOUR. <br />YOUR OBSERVED EFFLUENT MAY NOT MEET THE DESIRED EFFLUENT STANDARD. <br />INCREASE THE STAGE OF YOUR PRINCIPAL SPILLWAY. <br />........................................:...................................... <br />J2, $1, S3 <br />SG1, 37A <br />• Drainage Area from J2, B1, S3, SwS (s)1: 2.1 acres <br />Total Contributing Drainage Area: 19.2 acres <br />DISCHARGE OPTIONS: <br />• <br />Riser Diameter (in) <br />Riser Height (ft) <br />Barrel Diameter (in) <br />Barrel Length (f t) <br />Barrel Slope (%) <br />Manning's n of Pipe <br />Spillway Elevation <br />Perf. Emergency <br />Riser Spillway <br />x 6.0--- _--- <br />9.00 ---- <br />6.0 ---- <br />180.00 ---- <br />2.00 ---- <br />0.016 ---- <br />6774.0 ---- <br />Lowest Elevation of Holes 6768.0 ---- <br /># of Holes/Elevation 4 ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (f t) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />weir width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />1 <br />