• TABLE OF CONTENTS
  •  
  • INTRODUCTION 1
  • SITE LOCATION AND DESCRIPTION 1
  • FIELD INVESTIGATION LABORATORY INVESTIGATION 2
  • SOIL CONDITIONS 3
  • GENERAL GEOLOGY 4
  • LIQUEFACTION 5
  • INUNDATION POTENTIAL 5
  • CONCLUSIONS 6
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  • RECOMMENDATIONS graiding7
  • GRADING (end) 8
  • WATER WELLS 9
  • FOUNDATION DESIGN CRITERIA c 9
  • RETAINING WALLS 10
  • CONCRETE SLAB-ON-GRADE CONSTRUCTION 11
  • SOIL PROFILE TYPE AND SEISMIC COEFFICIENTS 11
  • BASEMENT EXCAVATION, GROUNDWATER LEVEL 12
  • DRAINAGE 13
  • ON-SITE UTILITY TRENCHING 14
  • LIMITATIONS AND UNIFORMITY OF CONDITIONS 15
  • REFERENCES 16
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  • Appendices

  • Modified mercalli scale
  • Method of soil classification chart
  • Explanation of boring log symbols
  • Exploratory boring log B-1
  • Exploratory boring log B-1 (cont)
  • Exploratory boring log B-2
  • Summary of moisture, density and direct shear tests
  • Vicinity map
  • Site plan
  • Fault location Map
  • Plasticity index
  • Compaction test A

  •  April 06, 2000 United Soil Engineering, Inc.,   3476 Edward Avenue, Santa Clara, CA 95054-2130 408-988-2990