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Table of Contents <br /> 1.0 INTRODUCTION AND PROJECT DESCRIPTION 1 <br /> 2.0 FIELD EXPLORATIONS AND LABORATORY TESTING 1 <br /> 2.1. Field Explorations 1 <br /> 2.2. Laboratory Testing 1 <br /> 3.0 SITE CONDITIONS 1 <br /> 3.1. Geology 1 <br /> 3.2. Surface Conditions 2 <br /> 3.3. Subsurface Soil Conditions 3 <br /> 3.4. Groundwater Conditions 3 <br /> 4.0 CONCLUSIONS AND RECOMMENDATIONS 3 <br /> 4.1. Earthquake Engineering 4 <br /> 4.1.1. 2015 IBC Seismic Design Information 4 <br /> 4.1.2. Liquefaction Potential 5 <br /> 4.1.3. Surface Fault Rupture 5 <br /> 4.2. Shallow Foundations 5 <br /> 4.2.1. Allowable Bearing Pressure 5 <br /> 4.2.2. Foundation Settlement 5 <br /> 4.2.3. Lateral Resistance 6 <br /> 4.2.4. Foundation Drains 6 <br /> 4.2.5. Construction Considerations 6 <br /> 4.3. Floor Slab Support 6 <br /> 4.4. Stormwater Vault 7 <br /> 4.5. Site Preparation 7 <br /> 4.6. Earthwork 7 <br /> 4.6.1. Structural Fill 8 <br /> 4.6.2. Use of Existing Site Soils 8 <br /> 4.6.3. Trench Excavations 8 <br /> 4.6.4. Utility Trenches 9 <br /> 4.6.5. Dewatering Considerations 9 <br /> 4.6.6. Temporary Slopes 9 <br /> 4.7. Retaining Walls 10 <br /> 4.7.1. Lateral Soil Pressures 10 <br /> 4.7.2. Wall Backfill 10 <br /> 4.7.3. Wall Drainage 10 <br /> 4.8. Pavement Considerations 10 <br /> 4.9. Infiltration and Drainage Considerations 11 <br /> 5.0 LIMITATIONS 11 <br /> 6.0 REFERENCES 12 <br /> GEOENGINEERSQ November 14,2019 Page i <br /> File No.2095-019-07 <br />