2015-04-30_PERMIT FILE - C1981008A ‎(5)‎

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 4/30/2015
• Doc Name: BB Road West of 27.00 Road Sedcad Calculations for Culverts
• Section_Exhibit Name: Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-27
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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Structure Detail;
Structure #1 (Culvert)
Station 6+21 Culvert
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope (%) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
40.00 1.00 0.0150 3.00 0.00 0.90
Culvert Results:
Design Discharge = 19.47 cfs
Minimum pipe diameter: I - 24 inch pipe(s) required
5
Filename: BB Road West—Station 6+21 Culvert .sc4 Printed 02-09-2015
Attachment 2.05.3(3)-27 13 Feb. 2015 (TR -67)