PERMFILE127218

• Permit No: C1980005A
• IBM Index Class Name: Permit File
• Doc Date: 9/28/2007
• Doc Name: 10-Year, 24 Hour SEDCAD Modeling
• Section_Exhibit Name: Tab 07 Appendix 7-6c.1 Addendum 7.6-1A
• Media Type: D
• Archive: Yes

I
Max. Tailwater Entrance
Length (R) Slope (%) Manning's n Headwater Loss Coef.
(R) (R) (Ke)
75.00 2.00 0.0240 2.50 0.00 0.90
Culvert Results:
Design Discharge = 0.42 cfs
Minimum pipe diameter: 1 - 6 inch pipe(s) required

Max. Tailwater Entrance
Length (ft) Slope (%) Manning's n Headwater Loss Coef.
(R) (ft) (Ke)
100.00 1.00 0.0240 1.00 0.00 0.90
Culvert Results:
L~
SEDCAD 4 for Windows
nn,..,~~m +°°a o~,..a~ i c~n..~~~.
11
Structure Detai/;
Structure #8 (Null
SIIPM-11
Structure #10 (Culvert
CUL VERT AS
Culvert Inputs:
Structure #6 (Nu/l
SIIPM-12 UPPER
Structure #2 (Null
SIIPM-17 UPPER
Structure #1 (Null)
SIIPM-21
Structure #3_.(Null~
SIIPM-17 LOWER
Structure #4 [Culvert1
CULVERT 45A
Culvert Inputs:
Design Discharge = 0.28 cfs
Minimum pipe diameter: 1 - 6 inch pipe(s) required
Filename: Pond 004 TR-42 Storage Capacity Review 09_07.srA Printed OB-29-2007
TR-42 7-6c.1A-11 Revised 09/07