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TABLE OF CONTENTS <br /> Section Page <br /> 1.0 GENERAL 1 <br /> 2.0 SITE AND PROJECT DESCRIPTION 1 <br /> 3.0 SUBSURFACE EXPLORATIONS 2 <br /> 4.0 SUBSURFACE CONDITIONS 3 <br /> 4.1 SITE GEOLOGY 3 <br /> 4.2 SOIL CONDITIONS 3 <br /> 4.3 GROUNDWATER 4 <br /> 5.0 GEOTECHNICAL RECOMMENDATIONS 4 <br /> 5.1 SEISMIC DESIGN PARAMETERS 4 <br /> 5.2 FOUNDATIONS 5 <br /> 5.2.1 Conventional Footings 6 <br /> 5.2.2 Pipe Pile Foundations 7 <br /> 5.3 FLOORS SLABS 10 <br /> 5.4 RETAINING WALL DESIGN PARAMETERS 11 <br /> 5.4.1 Lateral Earth Pressures 11 <br /> 5.4.2 Surcharge 11 <br /> 5.4.3 Lateral Resistance 11 <br /> 5.4.4 Wall Drainage 12 <br /> 5.4.5 Wall Backfill 12 <br /> 5.5 PERMANENT CUT AND FILL SLOPES 12 <br /> 6.0 CONSTRUCTION CONSIDERATIONS 13 <br /> 6.1 SITE PREPARATION 13 <br /> 6.2 TEMPORARY EXCAVATIONS 13 <br /> 6.3 GROUNDWATER CONTROL 14 <br /> 6.4 MATERIAL REUSE 14 <br /> 6.5 STRUCTURAL FILL AND COMPACTION 14 <br /> 6.6 WET WEATHER CONSTRUCTION 15 <br /> 6.7 EROSION CONSIDERATIONS 16 <br /> 7.0 ADDITIONAL SERVICES 16 <br /> 8.0 CLOSURE 16 <br /> 9.0 REFERENCES 19 <br /> ATTACHMENTS: <br /> Figure 1 Vicinity Map <br /> Figure 2 Site and Exploration Location Plan <br /> Appendix A Summary Test Boring Logs <br /> Figure A-i Terms and Symbols for Boring and Test Pit Logs <br /> Figure A-2 Log of Test Boring PG-1 <br /> Figure A-3 Log of Test Boring PG-2 <br /> Figure A-4 Log of Test Boring PG-3 <br /> Figure A-5 Log of Test Boring PG-4 <br />