Laserfiche WebLink
Figure 6 Cross-Section A-A' —Slope Stability—Nisqually Earthquake Event <br /> for Verification of Soil Parameters <br /> Figure 7 Cross-Section C-C' —Slope Stability—Nisqually Earthquake Event for <br /> Verification of Soil Parameters <br /> Figure 8 Cross-Section D-D' —Slope Stability—Nisqually Earthquake Event <br /> for Verification of Soil Parameters <br /> Figure 9 Cross-Section A-A' —Slope Stability—Static Case with Proposed Fill <br /> Figure 10 Cross-Section A-A' —Slope Stability—Seismic Case with Proposed <br /> Fill <br /> Figure 11 Cross-Section A-A' —Slope Stability—Post-Liquefaction Case with <br /> Proposed Fill <br /> Figure 12 Cross-Section C-C' —Slope Stability— Static Case with Proposed Fill <br /> Figure 13 Cross-Section C-C' —Slope Stability— Seismic Case with Proposed <br /> Fill <br /> Figure 14 Cross-Section D-D' —Slope Stability—Static Case with Proposed Fill <br /> Figure 15 Cross-Section D-D' —Slope Stability—Seismic Case with Proposed <br /> Fill <br /> Figure 16 Settlement Plates Elevation Plot <br /> Figure 17 Pre-load Area and Settlement Zones <br /> Appendix A: HWA Explorations <br /> Figure A-1 Legend of Terms and Symbols <br /> Figure A-2 through A-8 Logs of Borings BH-101 through BH-107 <br /> g gg g <br /> Appendix B: Laboratory Test Results <br /> Figure B-1 Summary of Material Properties <br /> Figures B-2 Plasticity Charts <br /> Figures B-3 —B-10 Grain Size Distribution Test Results <br /> Figures B-11 Consolidation Test Results <br /> I <br /> Final Geotechnical Report-3-Acre Park.docx iii HWA GeoSciences Inc. <br />