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
52
Structure #41 (Culvert
Culvert SC -16
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
100.00 1.00 0.0150 2.00 0.00 0.90
Culvert Results:
Design Discharge = 15.55 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 -DI
Structure #44 (Null
Ditch FA -D3
Structure #46 (Culvert
Culvert SC -17
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
100.00 1.00 0.0150 2.00 0.00 0.90
Culvert Results:
Design Discharge = 22.74 cfs
Minimum pipe diameter: 1 - 48 inch pipe(s) required
Structure #47 (Null
Ditch FA -DS
Structure #48 &LuLvert 1
Culvert SC-18
Filename: Pond 002_10yr, 24hr.sc4
TRO1 -10
20.5.3- E2 -A1.52
Printed 12 -06 -2010
12/10