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TABLE OF CONTENTS (Continued) <br />Pace No. <br />4.4 <br />SHALLOW FOUNDATIONS............................................................................................. <br />16 <br />4.4.1 General.............................................................................................................16 <br />4A.2 Allowable Bearing Pressure............................................................................. <br />17 <br />4.4.3 Settlement........................................................................................................ <br />17 <br />4.4.4 Lateral Resistance............................................................................................ <br />17 <br />4.4.5 Footing Drains.................................................................................................. <br />17 <br />4.4.6 Construction Considerations........................................................................... <br />18 <br />4.5 <br />SLAB -ON -GRADE FLOORS............................................................................................ <br />18 <br />4.6 <br />LATERAL EARTH PRESSURE ON PERMANENT WALLS ............................................ <br />18 <br />4.7 <br />EARTHQUAKE ENGINEERING...................................................................................... <br />19 <br />4.7.1 Liquefaction Potential....................................................................................... <br />19 <br />4.7.2 2000 IBC Seismic Design Information.............................................................20 <br />4.8 <br />PAVEMENT RECOMMENDATIONS...............................................................................21 <br />4.8.1 General.............................................................................................................21 <br />4.8.2 Asphalt Concrete Pavement............................................................................. <br />21 <br />4.9 <br />DRAINAGE CONSIDERATIONS.....................................................................................22 <br />5.0 LIMITATIONS ......................................... <br />6.0 REFERENCES ........................... <br />FIGURES <br />VICINITY MAP <br />SITE PLAN <br />THICKNESS OF WOOD CHIPS <br />THICKNESS OF COMPRESSIBLE SOILS <br />SETTLEMENT PLATE DETAIL <br />APPENDICES <br />.................................................................. 23 <br />....................................................................... 24 <br />Figure No. <br />1 <br />2 <br />3 <br />4 <br />5 <br />Page No. <br />APPENDIX A — FIELD EXPLORATIONS............................................................................................A-1 <br />GENERAL........... ................................................................................................................... A-1 <br />TEST PIT EXPLORATIONS...................................................................................................A-1 <br />CONE PENETRATION TESTS (CPT)...................................................................................A-1 <br />APPENDIX A FIGURES <br />Figure No. <br />SOIL CLASSIFICATION SYSTEM <br />A-1 <br />LOG OF TEST PITS <br />A-2... A-23 <br />LOG OF CONE PENETROMETER <br />A-24... A-26 <br />APPENDIXB— LABORATORYTESTING..........................................................................................B-1 <br />GENERAL..............................................................................................................................B-1 <br />1 . <br />SOIL CLASSIFICATIONS...................................................................................................... <br />B-1 <br />MOISTURE CONTENT TESTING.........................................................................................B-1 <br />ATTERBERG LIMITS TESTING............................................................................................B-1 <br />PERCENT PASSING U.S. NO. 200 SIEVE...........................................................................B-1 <br />CONSOLIDATIONTESTS.....................................................................................................B-2 <br />L: <br />�- L% G c o En g 1 11cers <br />ii <br />File No. 10625-001-02/123003 <br />