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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:\KCF~TWENTY User: K. Kammerzell <br />•1 - Date: 08-29-1994 Time: 10:04:34 <br />Pond E watershed and Sediment Transport Modelling <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J2, B1, S1 <br />Direct Runoff <br />Drainage Area from J2, B1, S1, SWS(s)1: 11.3 acres <br />Total Contributing Drainage Area: 32.6 acres <br />SW#1: Drop Inlet <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-f t) (cfs) <br />______________ _______ __________________________ <br />6842.00 0.00 0.36 0.00 <br />6842.00 0.00 0.36 0.00 <br />6842.94 0.00 0.50 0.41 0.00 Top of Sediment Storage (0 Stage) <br />FP .00 0.06 0.51 0.03 0.00 Stage of SW#1 <br />~+.00 1.06 0.69 0.63 0.34 <br />45.00 2.06 0.92 1.43 0.41 <br />6846.00 3.06 1.18 2.48 0.46 Stage of SW#2 <br />6846.02 3.08 1.18 2.51 0.70 Peak Stage <br />6846.54 3.60 1.31 3.15 5.56 <br />6846.64 3.70 1.34 3.28 6.50 <br />6846.74 3.80 1.36 3.42 8.62 <br />6846.84 3.90 1.39 3.56 11.02 <br />6846.94 4.00 1.41 3.70 13.70 <br />6847.00 4.06 1.43 3.78 16.34 <br />6847.44 4.50 1.55 4.44 31.50 <br />6847.94 5.00 1.68 5.25 56.61 <br />6848.00 5.06 1.70 5.34 62.52 <br />itttttt ttttittttttttttttttttttt ttttttttittt ttttttttttf~t ttt ttitttttttittttttit*t <br /> <br />TAB 5.2, PG 6 <br />Permit Renewal No. 3 EX 8-67 l 1/1/99 <br />FORMERLY <br />