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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: D:\TWENTY\SEDCAD\NEWE2_25 User: K. Kammerzell <br />Date: 01-11-1995 Time: 16:08:32 <br />_... Pond E hydrology and sedimentology evaluation <br />Storm: 2.10 inches, 25 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 E <br />Drainage Area from J3, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 33.5 acres <br /> SW#1: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-f t) (cfs) <br />6842.00 0.00 0.36 0.00 <br />6843.00 1.00 0.51 0.44 <br />6843.39 0.00 0.58 0.66 0.00 Top of Sediment Storage (0 Stage) <br />6844.00 0.61 0.69 0.39 0.00 <br />6R"5.00 1.61 0.92 1.19 0.00 <br />ll 00 2.61 1.18 2.24 0.00 Stage of SW#1 <br />• .,do.59 3.20 1.33 2.97 5.13 <br />6846.69 3..30 1.35 3.11 6.00 <br />6846.79 3.40 1.38 3.24 8.12 <br />6846.88 3.49 1.40 3.37 10.32 Peak Stage <br />6846.89 3.50 1.40 3.38 1D.52 <br />6846.99 3.60 1.43 3.52 13.19 <br />6847.00 3.61 1.43 3.54 15.83 <br />6847.49 4.10 1.56 4.27 30.97 <br />6847.99 4.60 1.70 5.08 56.06 <br />6848.00 4.61 1.70 5.11 61.96 <br />t,ttt+t+ t+tt++ttttt+++++t~#t+t++t~++++trtt+*r+~++t+++,r+r+t+t+t+t,r+r+++++•+*++ttt <br />• <br />TAB 6.1, PG S <br />11/1/99 <br />Permit Renewal No. 3 EX 8-106 <br />