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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: J:\821\SUB3P25 User: TEL <br />Date: 09-22-1997 Time: 09:08:21 <br />OXBOW: SUBSTATION 3 POND 25-YR <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 />J1, B1, S1 <br />SUBSTATION 3 POND <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 1.3 acres <br />Total Contributing Drainage Area: 1.3 acres <br />SW$1: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br />(ft) (ac) (ac-f t) (cfs) <br /> <br />0.00 0.00 0.04 0.00 0.00 <br />. 81.00 1.00 0.05 0.04 0.00 <br />6182.00 2.00 0.07 0.10 0.00 <br />6182.80 2.80 0.08 0.16 0.00 Stage of SW#1 <br />6183.00 3.00 0.08 0.18 1.64 Peak Stage <br />6183.00 3.00 0.08 0.18 1.65 <br />6183.40 3.40 0.09 0.21 4.95 <br />6183.50 3.50 0.09 0.22 6.73 <br />6183.60 3.60 0.09 0.23 8.76 <br />6183.70 3.70 0.09 0.24 11.03 <br />6183.80 3.80 0.09 0.25 13.30 <br />6184.00 4.00 0.10 _0.26 19.31 <br /> <br />• <br />298 <br />