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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\PONDB User: TEL <br />Date: 07-03-1997 Time: 16:53:05 <br />OXBOW CARBON & MINERALS POND B <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------------------------- <br />------------------------------------------- <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J3, B1, 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: Trickle Tube <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br />(ft) (ac) (ac-f t) (cfs) <br />6062.00 0.00 0.31 0.00 <br />6062_00 0.00 0.31 0.00 <br />6062.50 0.00 0.33 0.16 0.00 Top of Sediment Storage (0 Stage) <br />^ 3_00 <br />~ 0.50 0.35 0.17 0.00 Stage of SW#1 <br />.~ <br />4_00 1.50 0.39 0.54 0.00 <br />^ <br />~ .5.00 2.50 0.43 0.95 0.00 <br />0066.00 3.50 0.47 1.40 0.00 <br />6067.00 4.50 0.51 1.89 0.00 <br />6067.91 5.41 0.55 2.37 0.00 Peak Stage <br />6068.00 5.50 0.55 2.42 0.00 Stage of SW#2 <br />6068_60 6.10 0.58 2.75 8.71 <br />6068.70 6.20 0.58 2.81 10.16 <br />6068.80 6.30 0.59 2.87 13.23 <br />6068.90 6.40 0.59 2.93 17.27 <br />6069.00 6.50 0.59 2.99 21.35 <br />6069.00 6.50 0.59 2.99 26.08 <br />6069.50 7.00 0.62 3.29 48.70 <br />6070.00 7.50 0.64 3.61 86.12 <br />6070.00 7.50 0.64 -3.61 94.80 <br /> <br />• <br />I '13 <br />