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Final Construction Quality Assurance Report—WMU FU-13 <br /> Forward Landfill <br /> • Appendix C Buttress/Subgrade Fill <br /> C.1 Field Density and Moisture Test Summary <br /> C.2 Proctor Results <br /> C.3 Sieve Results <br /> C.4 Atterberg Limit Results <br /> C.5 Moisture Content <br /> Appendix D Clay Liner Material Data <br /> D.1 Preconstruction (Borrow)Test Results <br /> D.2 Modified Proctor Results <br /> D.3 Sieve Results <br /> D.4 Atterberg Limit Results <br /> D.5 Field Moisture-Density (Nuclear)Test Summary <br /> D.6 Water Content <br /> D.7 Sand Cone Density Test Results <br /> D.8 Permeability 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 /> Appendix G Coarse Gravel Data <br /> G.1 Sieve Results <br /> G.2 Hydraulic Conductivity Results <br /> Appendix H Geosynthetic Clay Liner Data (GCL) <br /> H.1 GCL Receiving Log <br /> H.2 GCL Manufacturer's Certifications <br /> H.3 GCL Conformance Test Results <br /> H.4 GCL Panel Deployment Log <br /> H.5 GCL As-Built Drawing <br /> Appendix I Geomembrane Data <br /> 1.1 Geomembrane Receiving Logs <br /> 1.2 Geomembrane Manufacturer's Certifications <br /> • 1.3 Geomembrane Conformance Test Results <br /> 1.4 Interface Shear Test Results <br /> Geo-Logic <br /> A S S O C I A T E S <br />