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<br />File: J:\OOJOBS\003-2166\OutputFiles\DNSSASXI 10/31/00, 11:14:20AM <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C1 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD3\2166\DNSSAS User: WDP (modified & revised by TAC) <br />Date: 10-31-2000 Time: 11:05:29 <br />North Soil Storage Area Sediment Pond <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-----'--------'---'-- <br />POND INPUT/OUTPUT TABLE <br />J1, B1, 53 <br />DNSSA-3 <br />Drainage Area from J1, B1, S7 3.0 acres <br />Total Contributing Drainage Area: 6.4 acres <br />DISCHARGE OPTIONS: <br /> Trickle Emergency <br /> Tube Spillway <br />Riser Diameter (in) _--- ____ <br />• <br />Riser Height (f t) <br />Harrel Diameter (in) 6.0 <br />Barrel Length (f t) 35.00 ---- <br />Barrel Slope (k) 10.00 ---- <br />Manning's n of Pipe 0.011 ---- <br />Spillway Elevation 6075.4 ---- <br />Lowest Elevation of Holes ---- ---- <br /># of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient 0.5 ---- <br />Tailwater Depth (ft) 0.0 ---- <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 ---- 6076.7 <br />Crest Length (f t) ---- 15.0 <br />Z:1 (Left and Right) -- -- 2.S 2.S <br />Bottom Width (ft) ---- 5.0 <br />• POND RESULTS: <br />