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

• ****** HYDRA ******* (Version 6.2) ***** Date 06-02-2005
Page No 2
•
SYLVESTER GULCH ROAD STORM DRAIN DESIGN
*** 142+15 TO 132+40 Pipe Design
Invert Depth Min. Velocity --Flow-- Estimated
Link Length Diam Up/Dn Slope Up/Dn C over Act/Full Act/Full Cost

------ (ft)
------- (in) (ft)
------------ (ft/ft)
------- (ft)
------- (ft)
----- (ft/s)
--------- (cfs)
------------ ($)
-------------
1 435 42 7271.10 .12437 5.0 1.2 17.1 53.98 0.
7217.00 5.0 20.0 192.19
2 91 42 7217.00 .07692 5.0 1.2 14.4 53.98 0.
7210.00 s.0 ~ 15.7 151.15
3 200 42 7210.00 .08500 5.0 1.2 14.9 53.98 0.
7193.00 5.0 16.5 158.88
4 250 42 7193.00 .04520 5.0 1.2 11.8 53.98 0.
' 7181.70 5.0 12.0 115.86
----- ------- -------------
Length = -------
976. ft -------
Total -------------------------
length = 976. ft -------------
Cost = 0. Total Cost = 0.
•