2010-05-07_PERMIT FILE - C2009087A ‎(43)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 5/7/2010
• Doc Name: South Facilities Area Operational Ditch and Culvert Designs pgs 239 to 493
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.G-2
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
rtnr,vri..hf +ooa 1 Crh—F,
rj
Li
Max. Entrance
Tailwater
Length (ft) Slope ( %) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
60.00 2.00 0.0150 2.00 0.00 0.90
Structure Detail.
Structure #1(Culvert)
Culvert 124
Culvert Inputs:
Culvert Results:
Design Discharge = 1.51 cfs
Minimum pipe diameter: 1- 8 inch pipe(s) required
Filename: Culvert 12A.scr4
5
Printed 11 -12 -2004
2.05.3 -E2.G -2.353 12/09