2017-02-03_PERMIT FILE - C1980004 ‎(18)‎

• Permit No: C1980004
• IBM Index Class Name: Permit File
• Doc Date: 2/3/2017
• Section_Exhibit Name: Appendix M Hydrologic Calculations
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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Max. Tailwater Entrance
Length (ft) Slope (%) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
28.00 2.00 0.0150 1.50 0.00 0.90
Culvert Results:
Design Discharge = 7.32 cfs
Minimum pipe diameter: 1 - 24 inch pipe(s) required

1
Structure Detai/;
Structure #30 (Culver
CUL INERT R
Culvert Inputs:
Filename: SEDIMENT POND_10.sc4 Printed 05-19-2008
TR-16 45 05/08