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4320 THOMSON AVE GEOTECHNICAL ENGINEERING REPORT Geotech Report 2023-08-10
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4320 THOMSON AVE GEOTECHNICAL ENGINEERING REPORT Geotech Report 2023-08-10
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Last modified
8/10/2023 2:05:08 PM
Creation date
8/10/2023 2:03:52 PM
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Address Document
Street Name
THOMSON AVE
Street Number
4320
Tenant Name
GEOTECHNICAL ENGINEERING REPORT
Address Document Type
Geotech Report
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Ln <br />TABLE OF CONTENTS <br />1.888.251.5276 <br />Bellingham I Arlington I Oak Harbor <br />www.geotest-inc.com <br />PURPOSE AND SCOPE OF SERVICES........................................................................................1 <br />PROJECT DESCRIPTION...........................................................................................................1 <br />SITECONDITIONS...................................................................................................................1 <br />SurfaceConditions...................................................................................................................... 2 <br />SubsurfaceSoil Conditions.......................................................................................................... 2 <br />General Geologic Conditions...................................................................................................... 2 <br />Groundwater............................................................................................................................... 3 <br />GEOLOGICHAZARDS..............................................................................................................3 <br />CONCLUSIONS AND RECOMMENDATIONS..............................................................................3 <br />Site Preparation and Earthwork................................................................................................. 4 <br />Filland Compaction.................................................................................................................... 4 <br />Reuseof On -Site Soil............................................................................................................... 4 <br />ImportedStructural Fill........................................................................................................... 5 <br />Backfilland Compaction......................................................................................................... 5 <br />Seismic Design Considerations................................................................................................... 5 <br />FoundationSupport.................................................................................................................... 6 <br />Allowable Bearing Capacity.................................................................................................... 6 <br />FoundationSettlement........................................................................................................... 6 <br />FloorSupport.............................................................................................................................. 7 <br />Foundation and Site Drainage.................................................................................................... 7 <br />Resistance to Lateral Loads........................................................................................................ 8 <br />Retaining Wall/Shoring Wall Parameters................................................................................... 9 <br />Shoring Wall Construction Observations..............................................................................11 <br />CatchmentWall........................................................................................................................ <br />11 <br />Typical Modular -Block Wall Construction Recommendations................................................. <br />12 <br />Temporary and Permanent Slopes...........................................................................................12 <br />Geotechnical Consultation and Construction Monitoring........................................................13 <br />USEOF THIS REPORT............................................................................................................13 <br />REFERENCES.........................................................................................................................14 <br />
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