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1318 37TH ST Geotech Report 2018-01-02 MF Import
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1318 37TH ST Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:54:24 PM
Creation date
9/14/2021 7:40:30 AM
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Address Document
Street Name
37TH ST
Street Number
1318
Address Document Type
Geotech Report
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` C�EOTECI-� Marcl� ;9, 199! <br /> CONSULTANTS, INC_ <br /> 1:S?56 V.E.?6lh SL IVnrtimo 1A'arl.Sulte 16 •�N 97072 <br /> Iirlle�ve.1VA 9fi00, <br /> �2 061 74 7-5 6 18 <br /> FAX 7A7-8561 <br /> James Pirie <br /> SeOatteo Wa hangton 98111 � IS U' � � V L5 D <br /> Subject: Geotechnical Engineering Study �� � �z »y8 <br /> Proposed Rucker Village Condominiums <br /> Grand Avenue at 38th Street � """"""' """""""""""'"' � '� <br /> �GI'iY OF [VERETT <br /> Everett, Washington Permit Services <br /> Dear Mr. Pirie: <br /> We are pleased to present this geotechnica; engineering report for the condominium complex to be <br /> constructed in Everett, Washington. The scope of our work consisted of exploring site surface and <br /> subsurface conditions, and then developing this report to provide recommendations for general <br /> , earthwork and design criteria for foundations, retaining walls, and pavements. You au:horized our <br /> , work by accepting our proposal, P-4042, dated October 24, 1997. <br /> The subsurface conditions of the proposed Village site were explored with seven test pits that <br /> • encountered one to 2 feet of topsoil and loose fill overlying native, gravelly, silty sands. The native <br /> sands became medium-dense to dense below a depth of one to 3 feet in the explorations. Due to <br /> the potential for noticeable differential foundation settlement to occur at this site, conventional <br /> footings used to support the buildings should all bear on competent, undisturbed, native soils or on <br /> no more than 5 feet of structural fill. This will require extending columns and v��alls, then filling <br /> under the slab areas. The extensive cutting and filling necessary tc grade the site will only be <br /> possible during dry weather. The silty, moisture-sensitive soils will not be compactible for structural <br /> fill in wet conditions. <br /> The attached report coniains a discussion of the study and our recommendations. Please contact <br /> us, if there are any questions regard;ng this report or if we can be of further assistance during ihe <br /> design and construction phases of this project. <br /> Respectfully submitted, <br /> GEOTECH CONSULTANTS, INC. <br /> ��� � �� <br /> Marc R. McGinnis, P.E. <br /> Associate <br /> �kr <br /> � <br /> �� /zd <br /> , <br /> �� , <br />. <br />
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