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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\PERFSPIL User: K. Kammerzell <br />Date: 02-16-1995 Time: 14:00:54 <br />Pond E hydrology and sedimentology evaluation <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------- <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <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: Perforated Riser <br />SW#2: Emergency Spillway <br />Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac-ft) (cfs) <br />____---- <br />-- <br />6842.00 <br />------ <br />0.00 <br />------- <br />0.36 <br />---------- <br />0.00 <br />------------- <br />----------------------------------- <br />6843.00 1.00 0.51 0.44 <br />6843.48 0.00 0.60 0.71 0.00 Top of Sediment Storage (0 Stage) <br />6s - 70 0.22 0.64 0.13 0.00 Low Orifice of SW#1 <br />.00 0.52 0.69 0.33 0.12 <br />..5.00 1.52 0.92 1.13 0.24 <br />6845.85 2.36 1.14 2.02 0.51 Peak Stage <br />6846.00 2.52 1.18 2.18 0.56 Stage of SW#1, SW#2 <br />6846.58 3.10 1.33 2.91 10.33 <br />6846.69 3.20 1.35 3.05 12.00 <br />6846.79 3.30 1.38 3.18 14.92 <br />6846.88 3.40 1.40 3.32 18.11 <br />6846.98 3.50 1.43 3.46 21.58 <br />6847.00 3.52 1.43 3.49 24.34 <br />6847.48 4.00 1.56 4.21 41.19 <br />6847.98 4.50 1.70 5.02 68.04 <br />6848.00 4.52 1.70 5.05 73.99 <br />+,r++++r r+*++++++++++t++++++,r+++ ++++*+++f+++ +++~++++r+++++++++,r,rt+++,r~+rt++•+*•+ <br />.~ <br />TAB 6.2, PG 7 <br />ll/1/99 <br />FORMERLY ~ ex 8-113 <br />Permit Renewal No. 3 <br />