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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />,~ Filename: D:\TWENTY\SEDCAD\PERFSPIL User:- K. Kammerzell <br />Date: 02-16-1995 Time: 14:00:54 <br />Pond E hydrology and sedimentology evaluation <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1' hr <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 STAGS OF YOUR PRINCIPAL SPILLWAY. <br />J3, B1, S1 <br />Pond E <br />Drainage Area from J3, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 33.5 acres <br />DISCHARGE OPTIONS: <br /> Perf. Emergency <br /> Riser Spillway <br /> ====--- ---===== <br />= <br />==-= <br />____________________________-____ <br />~ser Diameter (in) 18 <br />0 <br />---- <br />Riser Height (ft) 4.00 ---- <br />Barrel Diameter (in) 18.0 ---- <br />Barrel Length (ft) 50.00 ---- <br />Barrel Slope (°s) 1.00 ---- <br />Manning's n of Pipe 0.014 ---- <br />Spillway Elevat ion 6846.0 ---- <br />Lowest Elevation of Holes 6843.7 ---- <br /># of Holes/Elevation 2 ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (f t) ---- ---- <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 />~ ,ency Spillway Elevation ---- 6846.0 <br />~ast Length (ft) ---- 10.0 <br />Z:1 (Left and Right) -- -- 2 2 <br />Bottom Width (ft) --- 5.0 <br />TAB 6.2, PG 5 11/1/99 <br />permit Renewal No. 3 ~ FORMERLY ER 8-111 <br />