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Civil Software Design -- SEDCAD~ Version 3.1 <br />Ccp}•righc (C) 1987-1992. Pamela J. Schwab. All rights reser•:ed. <br />Company Name: ACZ, INC. <br />Filename: C:\KCI~TWENTY User: K. Kammerzell <br />Date: OS-29-1994 Time: 10:04:34 <br />Pond E watershed and Sediment Transport Modelling <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval:- 0.1 hr <br />-------------=------------- <br />POND INPUTJOUTPUT 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, B1, S1 <br />Direct Runoff <br />Drainage Area from J2, B1, S1, SWS(s)1: 11.3 acres <br />Total Contributing Drainage Area: 32.6 acres <br />DISCHARGE OPTIONS: <br />Drop Emergency <br /> Inlet Spillway <br /> <br />Riser Diameter tin) 4.0 ---- <br />Riser Height (ft) 1.00 ---- <br />Barrel Diameter (in) 4.0 ---- <br />Barrel Length (ft) 50.00 ---- <br />Barrel Slope (~) 1.00 ---- <br />Manning's n of Pipe 0.014 ---- <br />Spillway Elevation 6843.0 ---- <br />Lowest Elevation of Holes ---- ---- <br />#( of Holes/Elevation ---- ---- <br />Entrance Loss 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 />Si~ ~n Outlet Elevation ---- ---- <br />1 <br />rgency Spillway Elevation ---- 6846.0 <br />Crest Length (ft) ---- 10.0 <br />Z:1 (Left and Right) -- -- ~ 2 <br />Bottom Width (ft) >•0 <br /> <br />FORMERLY EX 8-65 <br />Permit Renewal No. 3 <br />TAB 5.2, PG 4 <br />Il/1/99 <br />