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\#3MB1 User: C.W. BEGEJ
Date: i1-28-1995 Time: 15:57:49
POND MB-1 EXCLUSIVELY USING STORAGE VOLUME OF THE SOUTH CELL
Storm: 2.30 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
ELEVATION-AREA-CAPACITY-DISCHARGE TABLE
J2, B1, S1
POND MB-1
Drainage Area from J2, B1, S1, SWS(s)1: 0.8 acres
Total Contributing Drainage Area: 83.3 acres
SW#1: Drop Inlet
SW#2: Drop inlet
SW#3: Emergency Spillway
Elev Stage Area Capacity Discharge

-- (ft)
------ (ac)
-- (ac-ft)
--- (cfs)
------
6286.50 0.00 0.02 0.00
6 .50 1.00 0.07 0.04
6 .86 0.00 0.08 0.07 0.00 Top of Sediment Storage (0 Stage)
6288.50 0.64 0.11 0.06 0.00
6289.50 1.64 0.13 0.18 0.00
6290.50 2.64 0.16 0.33 0.00
6291.50 3.64 0.19 0.51 0.00
6292.00 4.14 0.20 0.61 0.00 Stage of SW#2
6292.21 4.35 0.21 0.65 0.50
6292.50 4.64 0.22 0.71 1.19
6293.50 5.64 0.25 0.95 2.06
6294.50 6.64 0.29 1.22 2.16
6295.50 7.64 0.33 1.52 2.26
6296.50 8.64 0.37 1.87 2.36
6297.26 9.40 0.37 2.16 2.43 Peak Stage
6297.50 9.64 0.41 2.26 2.45
6298.50 10.64 0.45 2.69 2.54
6299.50 11.64 0.50 3.16 2.63
6300.50 12.64 0.55 3.68 2.71
6301.50 13.64 0.60 4.26 2.80 Stage of SW#1
6302.50 14.64 0.65 4.88 11.38
6303.50 15.64 0.69 5.55 14.99
6304.40 16.54 0.71 6.18 17.51 Stage of SW#3
6304.50 16.64 0.71 6.25 21.82
6304.96 17.10 0.72 6.59 41.65
6305.06 17.20 0.72 6.66 45.94
6" .16 17.30 0.73 6.73 54.52
6.26 17.40 0.73 6.80 64.71
6305.36 17.50 0.73 6.88 75.31
6305.50 17.64 0.73 6.98 99.00
6305.86 18.00 0.74 7.25 141.40
6306.36 18.50 0.75 7.62 225.74