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TABLE OF CONTENTS <br />Pam <br />1.0 <br />INTRODUCTION ---------------------------------. <br />2 <br />LlGENERAL <br />....................................................................................................... <br />2 <br />1.2 <br />PROJECT DESCRIPTION --------------.------------.Z <br />1.3 <br />SCOPE 06SERVICES AND AUTHORIZATION -----------------.3 <br />7.0 <br />FIELD EXPLORATION AND LABORATORY TESTING ................................... <br />3 <br />2] <br />FIELD EXPLORATION ----------------------------.3 <br />2.2 <br />LABORATORY TBSTlNG--------------------------'/1 <br />2.3 <br />EXISTING GEOTECHNICAL DATA ................................................................... <br />5 <br />].AGENB[lAL <br />SITE CONDITIONS ............................................................................. <br />5 <br />3.1 <br />SITE DESCRIPTION -----------------------------'5 <br />3.2 <br />GENERAL GEOLOGY ...................................................................................... <br />6 <br />3.3 <br />SUBSURFACE CONDITIONS ............................................................................ <br />h <br />3.3.1 Soil Descriptions -------------------------6 <br />3.4 <br />GROUND WATER ........................................................................................... <br />7 <br />3.5 <br />SOIL8------------------------------------J <br />4.0 <br />CONCLUSIONS AND RECOMMENDATIONS ............................................ ...... <br />7 <br />4.1 <br />GENERAL ....................................................................................................... <br />7 <br />4.2 <br />SEISMIC DESIGN PARAMETERS ......................................................... ............ <br />8 <br />4.3 <br />LIQUEFACTION POTENTIAL ............................................................................ <br />9 <br />4/4 <br />FOUNDATIONS -------------------------------..9 <br />4/4] Bearing Capacity for Footings ------------------l0 <br />4.4.2 Lateral Resistance .......................................................................... <br />lU <br />4'4.3 Settlement ...................................................................................... <br />lA <br />4.5 <br />FLOOR SLABS ................................................................................................ <br />l| <br />4.5.1 General .......................................................................................... <br />ll <br />4.5.2 Settlement Considerations for Tipping Floor Slab ........................ <br />l| <br />4.6 <br />FOOTING DRAINS .......................................................................................... <br />l2 <br />4.7 <br />TRANSFER STATION RETAINING WALLS ....................................................... <br />l2 <br />4.7.1 Wall Foundations ................................................................. ........ <br />l2 <br />4.7.2 Lateral Earth Pressures .................................................................. <br />l2 <br />4.7.3 Wall Drainage--------------------------..l] <br />4.8 <br />PERMANENT FILL SLOPES .............................................................................. <br />l3 <br />4.9 <br />COMPOST AREA -------------------..l3 <br />4.|UUTILITIES ...................................................................................................... <br />4 <br />4.10.1 Bedding and Pipe Support --------------------]4 <br />4.lU2Trench IBackfiU.............................................................................. <br />l5 <br />4]1PAVBMBNT <br />CONSIDERATIONS ------------------------|5 <br />4.11.1 Subgrade Preparation for Areas b]bcPaved ................................. <br />l5 <br />