2008-12-11_PERMIT FILE - C1980007A ‎(19)‎

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2008
• Doc Name: 100 Year, 24 Hour Surface Water Control Plan
• Section_Exhibit Name: Exhibit 66 Pond MB-1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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42

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Culvert Inputs:
Max. Entrance
Tailwater
Length (ft) Slope (%) Manning's n Headwater ft Loss Coef.
(ft) () (Ke)
250.00 44.00 0.0120 5.25 0.00 0.90
Culvert Results:
Design Discharge = 3.87 cfs
Minimum pipe diameter: 1 - 10 inch pipe(s) required
Structure #1 (Cu/vent)
CI-5C
Culvert Inputs:
Max. Entrance
Tailwater
Length (ft) Slope (%) Manning's n Headwater ft Loss Coef.
(ft) () (Ke)
25.00 132.00 0.0240 5.25 0.00 0.90
Culvert Results:
Design Discharge = 3.87 cfs
Minimum pipe diameter: 1 - 10 inch pipe(s) required
Filename: MB-1.sc4 Printed 10-22-2008