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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37
Structure #31 Culvert)
Culvert SC-12
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef.
(ft) (Ke)
60.00 1.00 0.0150 1.00 0.00 0.9(
Culvert Results:
Design Discharge = 1.80 cfs
Minimum pipe diameter: 1 - 12 inch pipe(s) required
Structure #32 (Null)
Ditch RC -D2
Structure #25 (Null)
Ditch CH -2
Structure #23 (Null)
Ditch CH -1
Structure #24 Culvert)
Culvert SGII
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater Loss Coef.
(ft) O (Ke)
60.00 1.00 0.0150 1.00 0.00 0.90
Culvert Results:
Design Discharge = 2.36 cfs
Minimum pipe diameter: 1 - 15 inch pipe(s) required
Structure #26 (Null)
Ditch RD -D1
Structure #19�Nu1 /�
Ditch PM -23
Structure #18 (Null)
Ditch PM -2 (Upper)
Filename: Lower Sump 10yr,24hr.sc4 Printed 02 -04 -2011