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
22
• Length (R) Slope (%) Manning's n Headwater Tailwater ~~ Coceef
(R) (R) (Ke)
425.00 12.36 0.0240 4.20 0.00 0.70
Culvert Results:
Design Discharge =44.58 cfs
Minimum pipe diameter: 1 - 36 inch pipe(s) required
Structure #3 (Culvert,
145+10 Trunk Line 2
Culvert Inputs:
Max. Tailwater ~ Entrance
Lengtfi (R) Slope (%) Manning's n Headwater. ~ Loss Coef.
(R) (R) (Ke)
220.00 11.13 0.0240 4.20 0.00 0.70
Culvert Results:
Design Discharge = 51.24 cfs
Minimum pipe diameter: 1 - 42 inch pipe(s) required
Structure #5 (Cu/vet
142+15 Trunk Line 1
Culvert Inputs:
rmn. on~ou~c
Len th ft - Sio Tailwater
g () pe (%) Manning's n Headwater Loss Coef.
~ -- (R) ~ (R) (Ke)
976.00 9.16 0.0240 4.20 0.00 0.70
Culvert Results:
Design Discharge = 53.98 cfs
Minimum pipe diameter: 1 - 42 inch pipe(s) required
Structure #6 (Nul/J
132+40 Nu//
Structure #7 (Null)
128127 Nu//
Structure #9 (Cu/vert1
124+OS Cross Culvert 3
Culvert Inputs:
Filename: Sylvester Gulch 6 100-yr.sc4 Printed 06-02-2005