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
!`nnvrinh} 1 aaR -9nl n P—i. I z,h,—K
Structure Detail;
Structure #1 [Culvert)
Station 0+75 Culvert
Culvert Inputs:
Max. Entrance
Length (ft) Slope (%) Manning's n Headwater Tailwater Loss Coef.
(ft) (ft) (Ke)
40.00 1.00 0.0150 3.00 0.00 0.90
Culvert Results:
Design Discharge = 19.48 cfs
Minimum pipe diameter: 1 - 24 inch pipe(s) required
Filename: BB Road West Station 0+75 Culvert .sc4 Printed 02-09-2015
Attachment 2.05.3(3)-27 7 Feb. 2015 (TR -67)