2011-03-21_PERMIT FILE - C2009087A ‎(17)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 3/21/2011
• Doc Name: Lower Sump Design 10yr/24hr Storm Event
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.E Addendument 2.05.3-E2.E-1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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36
Structure Detail;
Structure #52 Null
Ditch FA -D8
Structure #35 �Nul
Ditch RD -D2
Structure #36 Culvert
Culvert SC -13
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef.
(ft) () (Ke)
100.00 1.00 0.0150 1.00 0.00 0.90
Culvert Results:
Design Discharge = 2.62 cfs
Minimum pipe diameter: 1 - 15 inch pipe(s) required
Structure #37 (Null
Ditch RD - D3
Structure #38 (Culvert
Culvert SC -14
Culvert Inputs:
Max. Entrance
Tailwater
Length (ft) Slope ( %) Manning's n Headwater
(ft) ( ft) Loss Coef.
) (Ke)
100.00 1.00 0.0150 1.00 0.00 0.90
Culvert Results:
Design Discharge = 5.24 cfs
Minimum pipe diameter: 1 - 36 inch pipe(s) required
Structure #30 (Null
Ditch SCM -4
Structure #29 (Null
Ditch RC -DI
Filename: Lower Sump 10yr,24hr.sc4
Printed 02 -04 -2011