PERMFILE133982

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 66 Pond MB-1 Pond Design
• Media Type: D
• Archive: Yes

Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
Company Name: Greystone Development Consultants •
Filename:__C:\SCAD\DT\MTN\#5AMB1 User: C.W. BEGEJ
Date: 12-20-1995 Time: 21:55:09
POND MB-1 ASSUMING A HWL OF 6303.0 TO ACHIEVE 13.1 ACFT OF STORAGE
Storm: 2.30 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
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ELEVATION-DISCHARGE TABLE
J2, B1, S1
POND MB-1
Drainage Area from J2, B1, S1, SWS(s)1: 1.9 acres
Total Contributing Drainage Area: 84.3 acres
Trickle Emergency Total
Tube Spillway Discharge
Elevation
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6287.18 -
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0.0 ----
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0.0 ---
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0.0
6287.50 0.0 0.0 0.0
6288.50 0.0 0.0 0.0
6289.50 0.0 0.0 0.
6290.50 0.0 0.0 0.
6291.50 0.0 0.0 0.0
6292.50 0.0 0.0 0.0
6293.50 0.0 0.0 0.0
6294.50 0.0 0.0 0.0
6295.50 0.0 0.0 - 0.0
6296.50 0.0 0.0 0.0
6297.50 0.0 0.0 0.0
6298.50 0.0 0.0 0.0
6299.50 0.0 0.0 ~ 0.0
6300.50 0.0 0.0 0.0
6301.50 0.0 0.0 0.0
6302.50 0.0 0.0 0.0
6303.00 0.0 0.0 0.0
6303.31 0.5 0.0 0.5
6303.50 0.8 0.0 0.8
6304.40 3.2 0.0 3.2
6304.50 3.4 3.9 7.4
6304.98 4.3 22.9 27.2
6305.08 4.5 26.8 31.3
6305.18 4.6 35.2 39.8
6305.28 4.8 45.I 50.0
6305.38 5.0 55.5 60.5
6305.50 5.2 78.9 84.1
6305.88 5.7 120.9 126.
6306.38 6.3 204.7 211.
6306.50 6.5 242.8 249.3
6306.88 6.9 305.0 311.9
6307.38 7.5 421.4 428.8
6307.50 7.6 472.4 479.9