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Civil Software Desiqn -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: ACZ, INC. <br />Filename: 7:\821\SUH3P10 User: TEL <br />Date: 09-22-1997 Time: 09:07:53 <br />OXBOW: SUBSTATION 3 POND 10-YR <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />------------------------------------------- <br />------------------------------------------- <br />J1, B1, Sl <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: Trickle Tube <br />SW#2: Emergency Spillway <br />E~ev Stage Area Capacity Discharge <br /> <br />------ (ft) <br />------ (ac) <br />------- (ac-ft) <br />----------- (cfs) <br />----------- <br />---------------- <br />0180,00 0.00 0.04 0.00 <br />6180.00 0.00 0.04 0.00 <br />6180.10 0.00 0.04 0.00 0.00 Top of Sediment Storage (0 Stage) <br />6181.00 0.91 0.05 0.04 0.00 Stage of SW#1 _ <br />6182.00 1.91 0.07 0.10 0.00 <br />6182.67 2.57 0.08 0.15 0.00 Peak Stage <br />6182.80 2.72 0.08 0.16 0.00 Stage of SW#2 <br />6183.00 2.91 0.08 0.17 1.42 <br />6183.40 3.30 0.09 0.21 4.23 <br />6183.50 3.40 0.09 0.21 4.95 <br />6183.60 3.50 0.09 _ 0.22 6.73 <br />6183.69 3.60 0.09 0.23 8.76 <br />6183.79 3.70 0.09 0.24 11.03 <br />6184.00 3.91 0.10 0.26 19.31 <br /> <br />• <br />293 <br />