2010-05-07_PERMIT FILE - C2009087 ‎(31)‎

• Permit No: C2009087
• IBM Index Class Name: Permit File
• Doc Date: 5/7/2010
• Doc Name: 10 Year, 24 Hour SEDCAD4 Modeling
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.C Addendum 2.05.3-E2.C-1
• 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) () (Ke)
75.00 2.00 0.0240 2.50 0.00 0.90
Culvert Results:
Design Discharge = 0.42 cfs
Minimum pipe diameter: 1 - 6 inch pipe(s) required
•
Max. Entrance
Tailwater
Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef.
(ft) (Ke)
100.00 1.00 0.0240 1.00 0.00 0.90
Culvert Results:
Design Discharge = 0.22 cfs
• Minimum pipe diameter: 1 - 6 inch pipe(s) required
11
Structure Detail:
Structure #6 (Null)
SIIPM -11
Structure #10 (Culvert)
Culvert A5
Culvert Inputs:
Structure #6 Null
SIIPM -12 Upper
Structure #2 (Null)
SIIPM -21
Structure #1 (Null)
SIIPM -17 Upper
Structure #3 (Null)
5IIPM -17 Lower
Structure #4 (Culvert)
Culvert 45A
Culvert Inputs:
Filename: Pond 004 TR51_10yr24hr_0909.sc4 Printed 09 -03 -2009
2.05.3 -E2.0 -1.12 Revised 9 09/09
TR -51