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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Structure #39 (Null)
Ditch RD -D4
Structure #40 (Null)
Ditch RC -D4
Structure #41 (Culvert)
Culvert SC -16
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater (ft) Loss Coef.
(ft) (Ke)
100.00 1.00 0.0150 2.00 0.00 0.90
Culvert Results:
Design Discharge = 16.13 cfs
Minimum pipe diameter: 1 - 36 inch pipe(s) required
Structure #45 (Null
Ditch FA -D4
Structure #43 (Null)
Ditch FA -D2
Structure #42 (Null)
Ditch FA -D1
Structure #44 (Null)
Ditch FA -D3
Structure #46 (Culvert)
Culvert SC -17
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef.
(ft) (Ke)
100.00 1.00 0.0150 2.00 0.00 0.90
Culvert Results:
Design Discharge = 23.32 cfs
Minimum pipe diameter: 1 - 48 inch pipe(s) required
44
Filename: Lower Sump 10yr,24hr.sc4
ININ
Printed 02 -04 -2011