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Table of Contents (Continued) <br /> Design Parameters 17 <br /> Underslab Drainage 17 <br /> Below-Grade Walls and Retaining Walls 17 <br /> Design Parameters 18 <br /> Wall Drainage 18 <br /> Pavement Recommendations 19 <br /> Subgrade Preparation 19 <br /> New Hot Mix Asphalt(HMA) Pavement 19 <br /> Portland Cement Concrete Pavement 19 <br /> Asphalt-Treated Base 20 <br /> Drainage Considerations 20 <br /> Recommended Additional Geotechnical Services 20 <br /> LIMITATIONS 21 <br /> REFERENCES 21 <br /> • <br /> LIST OF FIGURES <br /> Figure 1. Vicinity Map <br /> Figure 2. Site Plan <br /> Figure 3 Foundation Support <br /> Figure 4. Wall Drainage and Backfill <br /> Figure 5. Recommended Surcharge Pressure <br /> Figure 6. Compaction Criteria for Trench Backfill <br /> APPENDICES <br /> Appendix A. Field Explorations <br /> Figure A-1- Key to Exploration Logs <br /> Figure A-2.through A-8 - Log of Borings <br /> Appendix B. Laboratory Tesing <br /> Figure B-1-Atterberg Limits <br /> Appendix C. Report Limitations and Guidelines for Use <br /> Page ii s June 10,2010 GeoEngineers,Inc. <br /> FIIeNo.5838.010.00 <br />