2011-03-21_PERMIT FILE - C2009087A ‎(13)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 3/21/2011
• Doc Name: Pond 002 10yr/24hr Storm Event
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.A Addendum 2.05.3-E2.A-1
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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44
Design Discharge = 1.95 cfs
Minimum pipe diameter: 1 - 12 inch pipe(s) required
Structure #64 (Null
Ditch SCM -6
Structure #52 (Null
Ditch FA -D8
Structure #35 (NuII�
Ditch RD -D2
Structure #36 (Culvert
Culvert SC -13
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater Loss Coef.
(ft) (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. 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 = 5.24 cfs
Minimum pipe diameter: 1 - 36 inch pipe(s) required
Structure #30 (Null
Ditch SCM -4
Filename: Pond 002_10yr, 24hr.sc4
TRO1 -10
20.5.3 -E2 -A 1.44
Printed 12 - 06 - 2010
12/10