2011-03-21_PERMIT FILE - C2009087A ‎(16)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 3/21/2011
• Doc Name: Upper Sump Design 25 yr/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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Structure Detail;
Structure #25 (Null)
Ditch CH -2
Structure #23 (Null)
Ditch CH -1
Structure #24 (Culvert)
Culvert SC -11
Culvert Inputs:
Max. Entrance
Tailwater
Length (ft) Slope ( %) Manning's n Headwater
(ft) ( ft) Loss coef.
) (Ke)
60.00 1.00 0.0150 1.00 0.00 0.9(
Culvert Results:
Design Discharge = 3.26 cfs
Minimum pipe diameter: 1 - 21 inch pipe(s) required
Structure #26 (Null)
Ditch RD -DI
Structure #19 (Null)
Ditch PM -23
Structure #18 (Null)
Ditch PM -2 (Upper)
Structure #20 (Null)
Ditch PM -2 (Lower)
Structure #15 (Null)
Ditch RE -D1
Structure #14 (Null)
Ditch PM -9
Structure #11 (Null
Ditch PM -16
Structure #9 (Null)
Filename: Upper Sump 25yr, 24hr.sc4 Printed 02 -04 -2011