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TABLE OF CONTENTS <br /> 1 1.INTRODUCTION 1 <br /> 1.1 GENERAL 1 <br /> 1.2 PROJECT UNDERSTANDING 1 <br /> 2.FIELD INVESTIGATION AND LABORATORY TESTING 2 <br /> 111 2.1 GEOTECHNICAL SUBSURFACE EXPLORATIONS 2 <br /> 2.2 LABORATORY TESTING 2 <br /> 3. SITE CONDITIONS 2 <br /> 111 3.1 SURFACE CONDITIONS 2 <br /> 3.2 GENERAL GEOLOGIC CONDITIONS 3 <br /> 3.3 SOIL CONDITIONS 3 <br /> 3.4 GROUND WATER CONDITIONS 5 <br /> 4.CONCLUSIONS AND RECOMMENDATIONS 6 <br /> 4.1 GENERAL 6 <br /> 4.2 SEISMIC CONSIDERATIONS 7 <br /> 4.2.1 Seismic Design Parameters 7 <br /> 4.2.2 Liquefaction Susceptibility Evaluation 8 <br /> 4.2.3 Post-Liquefaction Residual Shear Strength Analyses 9 <br /> 4.2.4 Liquefaction-Induced Settlement 9 <br /> 4.2.5 Design Considerations Due to Liquefaction Susceptible Soils 9 <br /> 4.3 GLOBAL SLOPE/EMBANKMENT EVALUATIONS 10 <br /> 1 4.4 SETTLEMENT CONSIDERATIONS 11 <br /> 4.4.1 Settlement Within the 3-Acre Project Site 11 <br /> 4.4.2 Anticipated Differential Settlements Associated with the CSO Outfall <br /> Pipe 16 <br /> 4.5 FOUNDATION RECOMMENDATIONS 16 <br /> 4.5.1 Restroom Foundation 16 <br /> 4.5.2 Foundation Consideration for the Picnic Shelter Canopy Roof Structure 16 <br />