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WMU FU-05 November 2006 <br /> Forward Landfill Project No.021605.07 <br /> 5.4.4 Deployment <br /> The panel deployment procedure was observed and documented by Vector's CQA <br /> Monitor. Our CQA Monitor observed that the conditions of the CQA manual were <br /> met during deployment. Vector's CQA monitor observed that proper seam overlap, <br /> seaming, tie-ins, and other manufacturer's written guidelines were followed. <br /> 5.4.5 Repair <br /> The geotextile materials were checked for defects during deployment and holes or <br /> tears were identified and repaired prior to placement of the cover materials. <br /> 5.5 Geocomposite <br /> 5.5.1 General <br /> A geocomposite drainage layer was placed as part of the LCRS for the side slopes of <br /> WMU FU-06. The geocomposite consists of a non-woven geotextile fused on one side <br /> of the HDPE geonet. <br /> 5.5.2 Receiving Inspection <br /> Upon arrival by truck shipment, Vector's CQA Monitor observed the unloading and <br /> storage of the geocomposite rolls. Each roll of geocomposite was logged in by roll <br /> number and the roll numbers then cross-checked against the quality control <br /> documents provided by the Contractor submittal. Following inspection of the rolls, <br /> the material was approved for installation. A copy of the receiving log and <br /> manufacturer's certifications for the geocomposite are included in Appendix L. <br /> 5.5.3 CQA Conformance Testing <br /> Select samples of the geocomposite were cut from random rolls at the <br /> manufacturing plant by the third party testing laboratory for conformance testing <br /> in accordance with the project specifications and CQA manual. Conformance testing <br /> included: <br /> Vector Engineering, Inc. • 143E Spring Hill Drive •Grass Valley,CA 95945•(530)272-2448 <br /> -34- <br />