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- ~ • r <br /> <br />Honorable J. J. Meza, Mayor <br />Page Three <br />• <br />CJ <br />September 18, 1978 <br />8. Prior to being coated, the pipe will undergo another <br />extensive non-destructive inspection by the use of <br />magnetic particle equipment to check for transverse and <br />longitudinal defects along caith an additional ultrasonic <br />inspection of the longitudinal seam. <br />9, The pipe along with any other component in the system <br />which is to be buried will be provided with protection. <br />against external corrosion. This protection encompasses <br />the use of an external protective coating which conforms <br />to the Department of Transportation Spec. Fart I95, sub- <br />part E, Sec. 195.238. A closely moaitoried inspection is <br />made by Dow inspectors of all coating application processes <br />and the materials used. In addition, of ter the pipe is in <br />place, a cathodic protection system will.be installed for <br />all buried facilities to mitigate corrosion deterioration <br />that might result in structural failure. This system will <br />be regularly checked to insure that the protection is ade- <br />quate at all times. <br />10. All girth welds made on the pipe in the coating m.%II or <br />field will be x-rayed to detect any flaws in the pipe used <br />in bayou crossings. <br />11. All construction work performed ~,r~.ll have a Dow inspector <br />present to insure that all regulatiu~:~.~ and good pipeli.ning <br />practices are enforced. <br />l2. The pipe will be buried, throughout this area, w%th-a m3.nimum <br />of four feet (4') of cover except on bayou crossings where a <br />minimum of five feet (5') of cover will be used. Selective <br />backfilling will be required. Road and Street crossings will <br />be cased and will be buried to have a minimum cover of three <br />feet (3') at the lowest point in borrow ditches. <br />l3. The pipe at each railroad or highway crossing will be Cased <br />and installed so as to adequately withstand the dynamic forces <br />exerted by anticipated traffic loads. <br />• <br />