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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:\TOM\SENECA\POlOASBL User: TEL <br />• Date: OB-27-1996 Time: 14:11:07 <br />YOAST MINE: SEDIMENT POND 010 (10-year, 24-hour) <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.2 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J3, B1, S1 <br />YOAST POND 10 <br />Drainage Area from J3, B1, S1, SWS (s)1: 152.5 acres <br />Total Contributing Drainage Area: 948.5 acres <br />CS CHARGE OPTIONS: <br />Perf. Emergency <br />Riser Spillway <br />iser Diameter (in) <br />Riser Height (f t) <br />~rrel Diameter (in) <br />Barrel Length (ft) <br />Barrel Slope (t) <br />inn' s n of Pipe <br />ail Elevation <br />36.0 ---- <br />3.70 ---- <br />24.0 ---- <br />131.00 ---- <br />5.80 ---- <br />0.024 ---- <br />6786.8 ---- <br />west Elevation of Holes 6784.0 ---- <br />of Holes/Elevation 1 ---- <br />itrance Loss Coefficient ---- ---- <br />~ilwater Depth (ft) ---- ---- <br />itch Angle (degrees) ---- ---- <br />~ir Width (ft) ---- ---- <br />phon Crest Elevation ---- ---- <br />!phon Tube Diameter (in) ---- ---- <br />_phon Tube Length (ft) ---- ---- <br />snning's n of Siphon ---- ---- <br />~_phon Inlet Elevation ---- ---- <br />.phon Outlet Elevation ---- ---- <br />nergency Spillway Elevation ---- 6787.6 <br />-est Length (ft) ---- 40.0 <br />:1 (Left and Right) -- -- 3 3 <br />~ttom Width (ft) ---- 8.7 <br />)ND RESULTS <br />Sediment Permanent Dead Sediment <br />. <br />Storage* Pool Space Algorithm <br />(ac-ft) (ac-ft) (&) <br />2.44 6.94 20.00 DEPOSITS <br />