Attachement A-4 Leighton Geotech Report 04-20-09.pdf
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This geotechnical report provides subsurface exploration and recommendations for the Miramar National Cemetery Phase 2 construction project. The report details geotechnical conditions including faulting and seismicity at the site location in San Diego, California. Subsurface exploration included drilling boreholes and laboratory testing of soil samples. The report presents findings on subsurface soils and geology, evaluates potential seismic hazards from nearby faults, and provides design and construction recommendations to accommodate the geotechnical conditions, such as requiring deep foundations to bear below liquefiable soils.
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3934 Murphy Canyon Road, Suite B205 ■ San Diego, CA 92123-4425
858.569.6914 ■ Fax 858.292.0771 ■ www.leightonconsulting.com
MIRAMAR RD
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SITE LOCATION
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Figure 1
Project No.
602346-001
Date April 2009
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Figure 3
Project No.
602346-001
Date
April 2009
CGS GIS Data, Fault Activity Map of California and Adjacent Areas (Jennings 1994)
Legend Faults
LATE QUATERNARY
PREQUATERNARY
HISTORIC
HOLOCENE
QUATERNARY
Approximate Site Location
Department of Vetrans Affairs National Cemetery
Administration San Diego, California
| Title Page |
| Signature Page |
| Table of Contents |
| 1.0 Introduction |
| 2.0 Subsurface Exploration and Laboratory Testing |
| 3.0 Summary of Geotechnical Conditions |
| 4.0 Faulting nad Seismicity |
| 5.0 Conclusions |
| 6.0 Recommendations |
| 7.0 Limitations |
| Figure 1 |
| Figure 2 |
| Figure 3 |
| Figure 4 |
| Appendix A |
| Appendix B |
| Appendix C |
| Appendix D |
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