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Ausenco <br /> Vector <br /> Table 6—Granular Drainage Material Laboratory Testing Summary <br /> Table 6—Coarse Gravel Laboratory Testing Summary <br /> Table 7—GCL Conformance Testing Summary <br /> Table 8—Geomembrane Conformance Testing Summary <br /> Table 9—Geotextile Conformance Testing Summary <br /> Table 10—Geocomposite Conformance Testing Summary <br /> Appendix A-Photolog <br /> Appendix B -Construction Reports <br /> B.1 —Daily Construction Reports <br /> B.2—Weekly Construction Reports <br /> Appendix C -Subgrade Fill Data <br /> CA -Field Density and Moisture Test Summary <br /> C.2-Proctor Results <br /> C.3-Sieve Results <br /> CA-Atterberg Limit Results <br /> Appendix D-Clay Liner Material Data <br /> D.1 -Field Density and Moisture Test Summary <br /> D.2-Sand Cone Test Results <br /> D.3-Proctor Results <br /> D.4-Sieve Results <br /> D.5-Afterberg Limit Results <br /> D.6-Hydraulic Conductivity Results <br /> Appendix E -Subgrade Acceptance Forms <br /> Appendix F -Granular Drainage Material Data <br /> F.1 -Sieve Results <br /> F.2-Hydraulic Conductivity Results <br /> F.3-Thickness Verification <br /> Appendix G-Coarse Gravel Data <br /> G.1 -Sieve Results <br /> G.2-Hydraulic Conductivity Results <br /> Appendix H-Geosynthetic Clay Liner Data <br /> HA -Receiving Logs <br /> H.2-Manufacturer's Certifications <br /> H.3 -Conformance Test Results <br /> Date:October 2010 <br /> USVC0004800 <br /> Final Construction Quality Assurance Report 3 <br />