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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright lC) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />,~ Filename: D:\TWENTY\SEDCAD\NEWE2_25 User:_ K. Kammerzell <br />Date: 01-11-1995 Time: 16:08:32 <br />Pond E hydrology and sedimentology evaluation <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval:. O.l hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J3, B1, S1 <br />Pond E <br />Drainage Area from J3, B1, S1, SWS(s)1: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br />Emergency <br />Spillway <br />------------------------------------------ <br />------------------------------------------ <br />Riser Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />-rel Slope (~) ---- <br />ng's n of Pipe <br />llway Elevation ---- <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 />Siphon Outlet Elevation ---- <br />Emergency Spillway Elevation 6846.0 <br />0.0 acres <br />33.5 acres <br />Crest Length (ft) 10.0 <br />Z:1 (Left and Right) 2 2 <br />Bottom Width (ft) 5.0 <br />POND RESULTS: <br /> <br />•~ Sediment <br />Storage* Permanent <br />Pool Dead Sediment <br />Space Algorithm <br /> (ac-f t) (ac-f t) (~) <br /> -------- <br />0.66 ------------ <br />2.24 --------------------- <br />20.00 DEPOSITS <br />Permit Renewal No. 3 TAB 6.1, PG 5 FORMERLY EX 8-103 <br />lI/l/99 <br />