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 6.1) ***** Date 06-02-2005
Page No 2
•
SYLVESTER GULCH ROAD STORM DRAIN DESIGN
*** 149+35 TO 142+90 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/f t)
------- (ft)
------- (ft)
----- (ft/s)
-------- (cfs)
------------- ($)
-------------
1 335 36 735D.15 .12364 5.0 1.8 16.4 44.56 0.
7308.73 5.0 18.0 127.04
2 310 42 7308.73 .11139 5.0 1.2 16.3 52.22 0.
7274.20 5.0 18.9 181.88
Length = 645. ft Total leng th = 645. ft
Cost = 0. Total Cost = 0.
r 1
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