PERMFILE51937

• Permit No: C1981012
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 19 Misc Drainage Supplement Part 1
• Media Type: D
• Archive: No

Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved,
Company Name: Greystone Development Consultants
Filename: C:\SEDCAD3\\DATA\WSTREFOV User: C. A. Boudreau
Date: 06-20-1992 Time: 12:18:21
West of Refuse Overflow 10 YR. 24 HR and 25 YR. 24 HR.
Storm: 2.90 inches, l0 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
GENERAL INPUT TABLE
Specific Gravity: 2,50
Submerged Bulk Specific Gravity: 1.25
Particle Size Distribution(s):
Size AVG SITE WIDE
(mm) Finer
25.4000 100.00
19.0500 82.00
12.7000 68.80
6,3500 35.30
2,0000 21.80
0.8500 14.40
0,4250 10.20
• 0.1800 5.70
0.1500 4.60
0.0750 1.10
0.0100 0.50
0.0010 0.10
0.0001 0.00
Civil Software Design -- SEDCAD+ Version 3.1
Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved.
Company Name: Greystone Development Consultants
Filename: C:\SEDCAD3\\DATA\WSTREFOV User: C. A. Boudreau
Date: 06-20-1992 Time: 12:18:21
West of Refuse Overflow 10 YR. 24 HR and 25 YR. 24 HR.
Storm: 2.90 inches, 10 year-24 hour, SCS Type II
Hydrograph Convolution Interval: 0.1 hr
-------------------- - -
DETAILED SUBWATERSHED INPUT/OUTPUT TALE
Seg. Land Flow Segment Time Muskingum
J~ S SWS # Condition Distance Slope Velocity Time Conc. K X
(ft) ($) (fps) (hr) (hr) (hr)
---------------------------------------- -- -- - -- -
1 1 1 1 -a 5 525.00 5.00 2.24 0.07 0.065