2006-08-02_PERMIT FILE - C1980007 ‎(8)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 8/2/2006
• Doc Name: Hydrologic/Hydraulic Analysis for Roadway Drainage
• Section_Exhibit Name: Exhibit 75 SGARE Appendix G Report to Appendix E
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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Structure #ZO (Culuertj
95100 Cross Drain 1
Culvert Inputs:
Structure Detai/;
Mme' Tailwater Entrance
Length (ft) Slope (%) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
30.00 3.33 O.DZ40 1,80 0.00 0.70
Culvert Results:

Design Discharge = 5.67 cfs
Minimum pipe diameter: 1 - 15 inch pipe(s) required
Structure #171Cu/vent)
IOSt00 Cross Drain Z
Culvert Inputs:
Max. ~ -Entrance
Tailwater
Length (R) slope (%) Manning's n Headwater Loss Coef.
(ft) (R) (Ke)
34.00 20.59 0.0240 1.80 0.00 0.70
Culvert Results:
Design Discharge = 4.19 cfs
Minimum pipe diameter: 1 - 15 inch pipe(s) required
Structure #i5 (Cu/vent)
IIOf80 Cross Drain 4
Culvert Inputs:
Max. Taihvater Entrance
Length (R) slope (%) Manning's n Headwater Loss Coef,
(R) (R) (Ke)
96.00 26.04 0.0240 1.80 0.00 0.70
Culvert Results:
Design Discharge = 5.66 cfs
Minimum pipe diameter: 1 - 15 inch pipe(s) required
• Structure #13 (Cu/uert)
1 i9+10 Cross Drain 5
Filename: Sylvester Gulch 6 100-yr.sc4 Printed 06-02-2005