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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:\TOMMY\821\PONDB25 User: TEL <br />Date: 06-12-1997 Time: 14:26:57 <br />O;CBOW CARBON & MINERALS <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J3, 81, S1 <br />POND B <br />Drainage Area from J3, B1, S1, SWS(s)1-2: 1.6 acres <br />Total Contributing Drainage Area: 54.8 acres <br /> SW#1: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> <br />------- (ft) <br />------- (ac) <br />- <br />---- (ac-ft) <br />- -- -- - (cfs) <br />6062.00 0.00 - <br />0.31 0.00 0.00 <br />6063_00 1.00 0.35 0.33 0.00 <br />6064_00 2.00 0.39 0.70 0.00 <br />6065_00 3.00 0.43 1.11 0.00 <br />5.00 4.00 0.47 1.56 0.00 <br />X7.00 5.00 0.51 2.05 0.00 <br />.068.00 6.00 0.55 2.58 0.00 Stage of SW#1 <br />6068.60 6.60 0.58 2.91 10.16 <br />6068.70 6.70 0.58 2.97 13.23 <br />6068.80 6.80 0.59 3.03 17.27 <br />6068.90 6.90 0.59 3.09 21.35 <br />6068.91 6.91 0.59 3.09 21.65 Peak Stage <br />6069.00 7.00 0.59 _3.15 26.08 <br />6069.50 7.50 0.62 3.45 55.28 <br />6070.00 8.00 0.64 3.77 94.80 <br /> <br />r 1 <br />U <br />198 <br />