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7501 HARDESON RD BASE FILE 2018-01-02 MF Import
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7501 HARDESON RD BASE FILE 2018-01-02 MF Import
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Last modified
2/11/2022 7:29:43 AM
Creation date
2/20/2017 11:57:29 PM
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Address Document
Street Name
HARDESON RD
Street Number
7501
Tenant Name
BASE FILE
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9 <br />CASCADE GEOTECHNIrAL INC. <br />1.0 ViTRODUCTION <br />Group West Associates, Inc. requested Cascade Geotechnical, Ire.,, to conduct a geotechnical <br />investigation at the Evergreen Textile Services Site located in Everett, Washington. This report <br />summarizes the findings of our field investigation, presents geotechnical conclusions, and <br />provides preliminary recommendations for the proposed project. <br />Jack Johnson of Jon -Dahl Properties granted authorization to proceed with this project on May <br />9, 1994, by signing our Proposal Letter dated April 27, 1994. <br />2.0 PURPOSE AND SCOPE <br />The purpose of this study was to investigate the surface and subsurface conditions at the site in <br />order to formulate conclusions and provide preliminary geotechnical recommendations for the <br />construction of two (2) tilt -up panel warehouses and office buildings with associated parking, <br />drive, and load -unload areas. <br />Our scope of work for this project included the following: <br />• conducting a geotechnical surface and subsurface investigation <br />• a review of information contained in our library and files <br />• the preparation of a geotechnical engineering report <br />During the study, our scope of work was modified to include the excavation of four (4) trackhoe <br />test pits within the proposed wetlands mitigation area. We understand this information will be <br />used by the project's Wetlands Consultant for mitigation design. Subsurface information was <br />obtained in the building areas using hand -operated auger and cone penetration equipnent. <br />The scope was later increased again to include reinforced wall design and pavement section <br />design. <br />This report addresses the site's surface and subsurface conditions, and presents conclusions <br />regarding the geotechnical suitability of the site for development. This report also provides <br />preliminary geotechnical recommendations for: <br />0 subgrade preparation and grading <br />
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