2009-10-06_PERMIT FILE - C1980005 ‎(11)‎

• Permit No: C1980005
• IBM Index Class Name: Permit File
• Doc Date: 10/6/2009
• Doc Name: 25 Year, 24 Hour SEDCAD4 Modeling
• Section_Exhibit Name: Tab 07 Appendix 7-6c.1 Addendum 7-6c.1B
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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Structure Detail:
Structure #8 (Null
SIIPM-11
Structure #10 (Culvert
Culvert AS
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef.
(ft) (Ke)
75.00 2.00 0.0240 2.50 0.00 0.90
Culvert Results:
Design Discharge = 2.81 cfs
Minimum pipe diameter: 1 - 12 inch pipe(s) required
0
Structure #6 (Null
51.014-12 Upper
Structure #2 (Null
SIIPM-21
Structure #1 (Null
5IIPM-17 Upper
Structure #3 (NulV
5IIPM-17 Lower
Structure #4 (Culvert,
Culvert 4SA
Culvert Inputs:
Max. Entrance
Length (ft) Slope (%) Manning's n Headwater Tailwater Loss Coef,
(ft) (ft) (KP)
100.00 1.00 0.0240 1.00 0.00 0.90
Culvert Results:
Design Discharge = 1.45 cfs
. Minimum pipe diameter: 1 - 12 inch pipe(s) required
Filename: Pond 004 TR51_25yr24hr_0909.sc4 Printed 09-03-2009
TR-51 7-6c. I Q-1 1 Revised 09/09