I would like to know if it is allowed/recommended to leave the weld build-up of limited pits of the Tank Bottoms or they shall be ground smooth? Which is better? and Is Visual and Dye Penetrant Examinations are enough for their inspection?
My interpretation of API 653 is ,
-There are some limitations if the weld repair is within the critical zone,
-The weld repairs shall be ground flush with the surrounding plate material and be examined with visual inspection and PT/VB.