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,..,,,r,.,ti~ ~ooa _~nm o~~,vi~ i c~M.nti
~~
Length.(ft) Sto u 'Max. Tailwater Entrance
pe (/o) Manning s n Headwater ft Loss Coef.
53.00 2.00 0.0150 0.45 0.00 0.90
Culvert Results:
Design Discharge = 0.61 cfs
Minimum pipe diameter: 1 - 12 inch pipe(s) required
r

1
Structure Detai/;
Structure #19 (Cu/vert,~
CUL INERT K
Culvert Inputs:
Filename: SEDIMENT POND_10.sc4 Printed 05-19-2008
TR-16 43 05/08