2009-10-06_PERMIT FILE - C1980005 ‎(12)‎

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

SEDCAD 4 for Windows
100A _on07 P1d I Crhur?V.
11
is
Structure Detail:
Structure #8 (Null
SIIPM-11
Structure #10 (Culvert
Culvert A5
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 = 0.42 cfs
Minimum pipe diameter: 1 - 6 inch pipe(s) required
0
Max. Tailwater Entrance
Length (ft) Slope (%) Manning's n Headwater (f) Loss Coef.
(f) (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
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
TR-51 7-6c.IA-11 Revised 09/09