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TABLE OF CONTENTS <br />Amok <br />Page <br />1.0 <br />INTRODUCTION <br />1 <br />1.1 PURPOSE AND SCOPE <br />1 <br />1.2 PROJECT DESCRIPTION <br />1 <br />2.0 <br />SITE CONDITIONS <br />2 <br />2.1 REGIONAL GEOLOGY <br />2 <br />2.2 TOPOGRAPHY <br />3 <br />2.3 LANDFILL <br />3 <br />2.4 SUBSURFACE CONDITIONS <br />3 <br />2.4.1 Foundation Soils <br />3 <br />2.4.2 Ground water <br />4 <br />2.5 SEISMIC CONDITIONS <br />4 <br />2.5.1 Maximum Probable Earthquake (MPE) <br />4 <br />2.5.2 Peak Ground Acceleration <br />5 <br />3.0 <br />ENGINEERING PROPERTIES <br />6 <br />3.1 LANDFILL REFUSE <br />6 <br />3.2 FOUNDATION SOILS <br />6 <br />3.2.1 Clayey and Silty Sand Stratum <br />6 <br />3.2.2 Gravelly Sand and Poorly Graded Sand Stratum <br />8 <br />3.3 LINER SOILS <br />8 <br />3.4 FINAL COVER SOILS <br />8 <br />4.0 <br />LIQUEFACTION EVALUATION <br />9 <br />5.0 <br />SLOPE STABILITY EVALUATION <br />10 <br />5.1 METHOD OF ANALYSIS <br />10 <br />5.1.1 Static Analysis <br />10 <br />5.1.2 Seismic Analysis <br />11 <br />5.2 CROSS SECTION GEOMETRY <br />11 <br />