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WMU FU-06 November 2006 <br /> Forward Landfill Project No.021605.07 <br /> conformance testing indicated that the materials met the requirements of the <br /> project specifications. <br /> In addition, large-scale direct shear testing was conducted on the <br /> clay/geomembrane and geomembrane/geotextile interfaces (the GCL interface shear <br /> testing is discussed in Section 5.1). Results of the conformance testing indicated <br /> that the materials met the requirements of the project specifications. A summary of <br /> the conformance test results is included in Table 8. Detailed test results including <br /> the geomembrane/geotextile interface shear tests are included in Appendix I. <br /> 5.3.2 Geomembrane Installation <br /> 5.3.2.1 Geomembrane Deployment <br /> Surface Preparation: Prior to installation of the HDPE, Vector's CQA Monitor <br /> inspected that the GCL has been installed as specified by the project specifications <br /> ® and there was no change in surface condition that required repair work. <br /> Layout Drawing: The liner contractor, GSE, submitted a proposed panel layout <br /> drawing that showed the general panel configurations and dimensions. The <br /> drawings were approved by Vector prior to the installation of the HDPE <br /> geomembrane. Panel layout drawings are included in Appendix I. <br /> Field Panel Identification: Prior to geomembrane deployment, Vector's CQA <br /> Monitor and GSE discussed and agreed to the identification code for each panel <br /> deployed. During the deployment, Vector's CQA Monitor observed that the installer <br /> marked the panels deployed and that each panel placed was marked with the <br /> manufacturer's roll number. <br /> Vector Engineering, Inc. • 143E Spring Hill Drive•Grass Valley, CA 95945•(530)272-2448 <br /> -25- <br />