PERMFILE137988

• Permit No: C1981014
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: pages 168 to 206a
• Section_Exhibit Name: EXHIBIT 19 LOADOUT AREA PONDS AND DRAINAGE STRUCTURES
• Media Type: D
• Archive: No

Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
Company Name: ACZ, INC.
• Filename: D:\TOM\SF\LISPWAY User: TEL
Date: 05-09-1995 Time: 15:46:36
SOUTHFIELD LOADOUT: POND L1 EMERGENCY SPILLWAY
Storm: 3.00 inches, 25 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
s ~___-=____=___°_________________
ELEVATION-AREA-CAPACITY-DISCHARGE TABLE
J1, B1, S1
POND L1 EM SPILLWAY
Drainage Area from J1, B1, S1, SWS(s)1-4: 19.5 acres
Total Contributing Drainage Area: 19.5 acres
SW,~1: Emergency Spillway
Elev Stage Area Capacity Discharge
(ft) (ac) (ac-ft) (cfs)
---- ----------------------------------------
5223.00 0.00 0.33 0.00 0.00
5223.10 0.10 0.33 0.03 0.00
5223.20 0.20 0.34 0.07 0.00
5223.30 0.30 0.34 0.10 0.00
3.40 0.40 0.34 0.13 0.00
3.50 0.50 0.34 0.17 0.00
5223.60 0.60 0.35 0.20 0.00
5223.70 0.70 0.35 0.24 0.00
5223.80 0.80 0.35 0.27 0.00
5223.90 0.90 0.36 0.31 0.00
5224.00 1.00 0.36 0.34 0.00 Stage of SW#1
5224.10 1.10 0.36 0.38 1.08
5224.20 1.20 0.37 0.42 2.15
5224.30 1.30 0.37 0.45 3.23
5224.40 1.40 0.37 0.49 4.30
5224.50 1.50 0.37 0.53 5.38
5224.60 1.60 0.38 0.57 6.45
5224.70 1.70 0.38 0.60 8.44
5224.80 1.80 0.38 0.64 11.27
5224.90 1.90 0.39 0.68 14.12
5224.96 1.96 0.39 0.70 16.10 Peak Stage
5225.00 2.00 0.39 0.72 17.65
5225.10 2.10 0.39 0.76 21.39
5225.20 2.20 0.39 0.80 25.48
5225.30 2.30 0.40 0.84 29.92
5225.40 2.40 0.40 0.88 34.73
5225.50 2.50 0.40 0.92 39.91
5225.60 2.60 0.40 0.96 45.71
5225.70 2.70 0.41 1.00 51.91
5.80 2.80 0.41 1.04 58.54
5.90 2.90 0.41 1.08 65.59
5226.00 3.00 0.41 1.12 73.08
5226.10 3.10 0.42 1.16 81.01
5226.20 3.20 0.42 1.21 89.39
5226.30 3.30 0.42 1.25 98.23
e:\86018-21
05/16/95 4:44pm kep 171f Revised - May 1995