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Upper Northern Portion of WMU FU-08 September 2009 <br /> Forward Landfill Project No.021605.09 <br /> Seam Preparation <br /> Vector's CQA Monitor observed that the preparation of the seams was in <br /> conformance with the project specifications and the seam area was clean and free of <br /> moisture, debris and foreign materials prior to seaming. <br /> ® Weather Conditions for Seaming <br /> Vector's CQA Monitor verified and documented that the weather conditions for <br /> seaming were within the project specifications and manufacturer's guidelines. <br /> Trial Seams <br /> Prior to seaming activities at the beginning of each day, and at a minimum once <br /> during the middle of the shift, a trial seam (start-up trial weld) was prepared for <br /> each of the wedge and extrusion welders used for that shift. The seaming <br /> technicians prepared a test specimen and marked the sample with the machine <br /> number, machine temperature, date, time, and operator name. <br /> The shear and peel tests were performed in the field in accordance with ASTM D- <br /> 6392. If the start-up weld sample failed to meet the project specifications, the <br /> welding technician and supervisor were notified and advised to take corrective <br /> action or put that machine out of service. The CQA monitor documented the trial <br /> welds, which included the date, time, temperature, machine number, technician, <br /> and results of the shear and peel testing. The geomembrane start-up trial weld logs <br /> are presented within Appendix C. <br /> • Non-Destructive Seam Continuity Testing <br /> After seaming of the panels was completed, the Contractor's QC technician and <br /> Vector's CQA Monitor inspected the seams and panels for defects. The QC <br /> technician marked defective seams or tears, holes, non-dispersed resin beads or <br /> other defects for repair. The air pressure test method was used for double wedge- <br /> Vector Engineering,Inc.- 143E Spring Hill Drive-Grass Valley,CA 95945•(530)272-2448 <br /> -12- <br />