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CONTENTS (Continued) <br />Page No. <br />AUGERCAST PILES <br />14 <br />General <br />14 <br />1 Vertical Load Capacity <br />14 <br />Lateral Capacity <br />15 <br />Augercasl Pile Settlement <br />15 <br />Construction Considerations <br />15 <br />SLAB -ON -GRADE FLOORS <br />16 <br />Design Parameters <br />16 <br />LATERAL EARTH PRESSURE ON PERMANENT WALLS <br />17 <br />EARTHQUAKE ENGINEERING <br />17 <br />Liquefaction Potential <br />17 <br />1997 UBC Seismic Design Information <br />18 <br />PAVEMENT RECOMMENDATIONS <br />19 <br />New AC Pavements <br />19 <br />DRAINAGE CONSIDERATIONS <br />19 <br />General <br />19 <br />INFILTRATION <br />20 <br />FEASIBILITY OF ON -SITE SEPTIC SYSTEM <br />20 <br />LIMITATIONS.................................................................................................................................20 <br />3 <br />REFERENCES...............................................................................................................................22 <br />FIGURES <br />Figure No. <br />VICINITY MAP <br />1 <br />SITE PLAN <br />2 <br />ALLOWABLE AXIAL PILE CAPACITY <br />3 <br />SETTLEMENT PLATE DETAIL <br />4 <br />APPENDICES <br />Page No. <br />APPENDIX A — FIELD EXPLORATIONS..................................................................................... <br />A-1 <br />GENERAL <br />A-1 <br />BORINGS <br />A-1 <br />TEST PIT EXPLORATIONS <br />A-2 <br />APPENDIX A FIGURES <br />Figure No. <br />SOIL CLASSIFICATION SYSTEM <br />A-1 <br />KEY TO LOG SYMBOLS <br />A-2 <br />LOG OF BORINGS <br />A-3...A-4 <br />LOG OF TEST PITS <br />1( <br />A-5... A-13 <br />1 <br />G c u F n 11 <br />3101-020-00\072502 <br />gin c c r s <br />l <br />File <br />