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TABLE OF CONTENTS <br /> Proposed Crystal Bay Business Center <br /> Orono,Minnesota <br /> AET Project No. 22-00012 <br /> 1.0 INTRODUCTION 1 <br /> 2.0 SCOPE OF SERVICES 1 <br /> 3.0 PROJECT INFORMATION 2 <br /> 3.1 Available Geotechnical Information 3 <br /> 3.2 Project Assumptions 4 <br /> 4.0 SUBSURFACE EXPLORATION AND TESTING 4 <br /> 4.1 Field Exploration Program 4 <br /> 4.2 Laboratory Testing 5 <br /> 5.0 SITE CONDITIONS 6 <br /> 5.1 Surface Observations 6 <br /> 5.2 Soils 6 <br /> 5.3 Groundwater 8 <br /> 6.0 RECOMMENDATIONS 9 <br /> 6.1 Building Pad Preparation Alternative No. 1 —Soil Correction 9 <br /> 6.2 Building Pad Preparation Alternative No. 2—Aggregate Piers 13 <br /> 6.3 Foundation Design 15 <br /> 6.4 Floor Slab Design 16 <br /> 6.5 Foundation Drainage 17 <br /> 6.6 Loading Docks 18 <br /> 6.7 Exterior Backfilling 19 <br /> 6.8 Exterior Underground Utility Construction 19 <br /> 6.9 Pavements 20 <br /> 7.0 CONSTRUCTION CONSIDERATIONS 26 <br /> 7.1 Potential Difficulties 26 <br /> 7.2 Excavation Sideslopes 27 <br /> 7.3 Observation and Testing 27 <br /> 8.0 LIMITATIONS 28 <br /> STANDARD DATA SHEETS <br /> Floor Slab Moisture/Vapor Protection <br /> APPENDIX A—Geotechnical Field Exploration and Testing <br /> Figure 1 -Boring and Test Pit Locations <br /> Figure 2—Pavement Section Details <br /> Subsurface Boring Logs <br /> Test Pit Logs <br /> Boring Log Notes <br /> Unified Soil Classification System <br /> APPENDIX B—Geotechnical Report Limitations and Guidelines for Use <br />