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® grab strength (ASTM D-4632). <br />A total of nine (9) geotextile samples were tested for conformance. Based on 684,000 ft2 of <br />geotextile received, this testing frequency corresponds to one test per 76,000 ft2 which satisfies the <br />requirement of one test per 100,000 ft2. Results of the conformance testing indicated that the <br />materials met the requirements of the project specifications. A summary of the conformance test <br />results is included in Table 9. Detailed test results are included in Appendix K. <br />7 <br />GEOTEXTILE CONFORMANCE TESTING SUMMARY <br />5.4.4 Deployment <br />The panel deployment procedure was observed and documented by Ausenco Vector's CQA Monitor. <br />Our CQA Monitor observed that the conditions of the CQA manual were met during deployment. <br />Vectors CQA monitor observed that proper seam overlap, seaming, tie-ins, and other manufacturer's <br />written guidelines were followed. <br />5.4.5 Repair <br />The geotextile materials were checked for defects during deployment and holes or tears were <br />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 on the northern slope area of WMU <br />FU -10. Both new and geocomposite used purchased for FU -08 construction was used for FU -10 <br />construction. The MQC certifications and conformance test results for this material were reviewed <br />and approved during FU -08 construction and the documentation for these rolls is included in the Final <br />Report for FU -10. <br />Date: October 2010 <br />USVC0004800 <br />Final Construction Quality Assurance Report 23 <br />