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
r.,~.~„tir ~ooa -~nm c~...oi~ i c~ti,.nh
1
G7
Structure #Z9 (Cu/vert,~
CUL INERT Q
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope(%) Manning's n Headwater Loss Coef.
(ft) eft) (Ke)
45.00 2.00 0.0150 1.50 0.00 0.90
Structure Detai/;
Culvert Results:
Design Discharge = 6.80 cfs
Minimum pipe diameter: 1 - 24 inch pipe(s) required

Filename: SEDIMENT POND_10.sc4 Printed 05-19-2008
TR-16 44 05/08