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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: TRAPPER MINING <br />Filename: C:\SEDCAD3\JMM\EFIOABLT User Jim Mattern/Ray DuBoi• <br />Date: 12-OS-2000 Time: 13:00 54 <br />East Flume - 10 year, 24 hour event; As-Built <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />J2, B1, S1 <br />East Flume No. 1 <br />Drainage Area from J2, B1, Sl, SWS(s)1-2: 36.2 acres <br />Total Contributing Drainage Area: 91.4 acres <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 />Barrel Slope (%) ---- • <br />Manning's n of Pipe ---- <br />Spillway 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 6873.3 <br />Crest Length (ft) 40.0 <br />Z:1 (Left and Right) 3.3 2.9 <br />Bottom Width (ft) 0.5 <br />POND RESULTS: <br />Sediment Permanent Dead Sediment . <br />Storage* Pool Space Algorithm <br />(ac-ft) (ac-ft) (%) <br />_____________________________ <br />--------------------- <br />1.78 1.18 20.00 C!STRS <br />