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Review orientation of taps, tees, etc. c. Check for abnormal joint lengths Review Historical Information Initial a. e. hydrostatic test, ILI) b. ] 27 † † Date --`,,,,,`,````,,,,`````,`,``,,``-`-`,,`,,`,`,,`--- a. b. c. d. Date --`,,,,,`,````,,,,`````,`,``,,``-`-`,,`,,`,`,,`--- --`,,,,,`,````,,,,`````,`,``,,``-`-`,,`,,`,`,,`--- APPENDIX C—EXAMPLE: ONSITE FEATURE LOCATION/VERIFICATION ACTIVITIES Clear and documented procedures should be used to ensure the quality of the results of field verification activities.

Clean pipe thoroughly, preferably by abrasive blasting, etc. (note abrasive blasting may hide low level SCC). 2. , magnetic particle inspection). Measure depth of anomaly. 3. Measure length (longitudinal) and width (circumferential) of anomaly. 4. Provide a rubbing of the anomaly geometry including the surrounding area and take a photo, if possible. 5. Measure the actual wall thickness in multiple areas close to the anomaly. 6. Mark on sketch/photo feature type (also, anomalies like dents, gouges, mill anomalies, etc.

Due to the location of the pipeline and the fact that 12% is very close to the 10% rejection level, it was decided to complete 15 more verification measurements. With n = 25, there are 20 comparisons within tolerance. Using Table 7, the probability given in the binomial table is 58%. Since this value is well above the 10% rejection level, then one would fail to reject the assumption that the certainty is at least 80%. The ILI system results are consistent with the performance specification. • Table 8 is not applicable because it is based on a 95% Confidence Level.

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