4815 EVERGREEN WAY 2016-01-01 MF Import

r . JP Morgan Chase Apnl 29, 2010 Geotechnical Investigat ion Proposed Chase Bank Everett, WA PSI Report No. 0704106 CONTENTS 1.0 INTRODUCTION......................................................................................................................1 1.1 General..........................................................................................................................1 1.2 Project Description........................................................................................................1 2.0 SITE DESCRIPTION................................................................................................................1 2.1 General..........................................................................................................................1 2.2 Geology.........................................................................................................................2 2.3 Topography...................................................................................................................2 3.0 SubsurFace Conditions..........................................................................................................2 3.1 Subsurface Description .................................................................................................2 3.2 Groundwater..................................................................................................................3 4.0 CONCLUSIONS AND RECOMMENDATIONS......................................................................3 4.1 General..........................................................................................................................3 4.2 Site Preparation.............................................................................................................3 4.3 Construction Considerations.........................................................................................4 4.4 Utility Trench Cxcavation and Backfill ...........................................................................4 4.5 Structural Fill .................................................................................................................5 4.6 Shallow Foundations.....................................................................................................5 4.7 Lateral Resistance for Footings.....................................................................................6 4.8 Slab-on-Grade Floors....................................................................................................7 4.9 Drainage........................................................................................................................7 4.10 Pavemenl......................................................................................................................8 4.11 General Seismic Design Information.............................................................................8 5.0 ADDITIONAL SERVICES........................................................................................................8 6.0 REPORT LIMITATIONS ..........................................................................................................9 FIGURES Figure 1: Site Vicinity Figure 2: Site Pian APPENDIX A Field and Laboratory Program General Notes Soil Classification Chart Boring Logs r+�. NJ1 i