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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: C:\KCK~TWENTY User: K. Kammerzell <br />Date: 08-29-1994 Time: 10:03:13 <br />Pond E Watershed and Sediment Transport Modelling <br />Store: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />3 <br />. . . • . <br />CAUTION: THE STAGE OF YOUR PRINCIPLE SPILLWAY MAY CAUSfi 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 (in) 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 />Siyhon inlet Elevation ---- ---- <br />"' ~n Outlet Elevation <br />rgency~Spillway Elevation ---- 6846.0 <br />Crest Length (ft) ---- 10.0 <br />Z:-1 (Left and Right) -- -- 2 2 <br /> <br />Permit RenewalNo.3 FORMERLY £X 8-71 <br />l t/1/99 <br />TAB5.1,PG4 <br />