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1 3.17 FAILED WELD PROCEDURES <br />A. Follow these procedures when there is a destructive test failure. Follow one of the <br />" following two options: <br />SHAW ENV/RONMENTAL, INC. <br />San Joaquin County — Extension of Cap Corral Hollow Sanitary Landfill — CH—Closure Cap Ext Proj_Technical Specs -4-19-12 Revl.DocRev. 0, 04/05/2012 <br />LLDPE Geomembrane <br />02779-18 <br />B. <br />First Option. <br />1. Reconstruct the seam between any two passing test locations. Do not extrusion <br />' <br />weld the flap. <br />C. <br />Second Option: <br />1. Trace the weld at least 10 feet minimum towards the opposite end of the seam <br />from the location of the failed specimen. <br />2. Obtain specimens at this location for additional field tests. Obtain specimens as <br />described above. <br />3. If this additional test specimen meets seam quality requirements, then repair <br />the seam between passing seam specimen locations or the passing specimen <br />location and the end of the seam. <br />4. If any specimen fails to meet seam quality requirements, repeat the process to <br />establish the zone in which the seam must be repaired. <br />D. <br />Butt Seams: If a peel test taken from a butt seam fails, cap the entire butt seam. <br />Obtain a peel specimen from the cap and perform peel test. If the peel test from the <br />cap specimen fails, repeat the capping until a passing test is obtained from a <br />specimen of the cap weld. <br />' <br />E. <br />Whenever a sample fails, perform additional trial seams for that welder and welding <br />apparatus. <br />' <br />3.18 ACCEPTABLE WELDED SEAMS. <br />A. <br />The weld passes all non-destructive tests. <br />B. <br />The weld is bracketed by two locations from which all specimens have passed <br />destructive tests. <br />C. <br />For reconstructed seams exceeding 50 feet, a specimen taken from within the <br />reconstructed weld passes destructive testing and all non-destructive tests pass. <br />SHAW ENV/RONMENTAL, INC. <br />San Joaquin County — Extension of Cap Corral Hollow Sanitary Landfill — CH—Closure Cap Ext Proj_Technical Specs -4-19-12 Revl.DocRev. 0, 04/05/2012 <br />LLDPE Geomembrane <br />02779-18 <br />