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9900 19TH AVE SE Geotech Report 2018-01-02 MF Import
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9900 19TH AVE SE Geotech Report 2018-01-02 MF Import
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10/25/2022 1:20:33 PM
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4/23/2020 1:36:27 PM
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Address Document
Street Name
19TH AVE SE
Street Number
9900
Address Document Type
Geotech Report
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Geotechnical Engineering Report <br />Home Base Warehouse - Everett <br />July 31,1997 <br />NCA File No. 213497 <br />Page 12 <br />observe soil type or ground water conditions beneath the depths explored. We recommend that the <br />contractor complete "potholes" in these areas to better evaluate soil and ground water conditions at the <br />planned depths of construction before starting major earthwork. <br />USE OF THIS REPORT <br />l We have prepared this report for Mr. David Michaelis, and his agents, for use in planning and design of <br />this project. The data and report should be provided to prospective contractors for their bidding and <br />estimating purposes, but our report, conclusions, and interpretations should not be construed as a <br />warranty of subsurface conditions. <br />The scope of our work does not include services related to construction safety precautions, and our <br />recommendations are not intended to direct the contractors' methods, techniques, sequences or <br />procedures, except as specifically described in our report for consideration in design. There are possible <br />variations in subsurface conditions. We recommend that project planning include contingencies in <br />budget and schedule, should areas be found with conditions that vary from those described in this report. <br />We should be retained to provide monitoring and consultation services during construction to confirm <br />that the conditions encountered are consistent with those indicated by the explorations, to provide <br />recommendations for design changes should the conditions revealed during the work differ from those <br />anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with <br />the contract plans and specifications. Construction monitoring will be particularly important on this <br />project because of the moisture sensitivity of the on -site till soils. Decisions regarding use of on -site <br />materials, site grading and placement of fills will be in part dependent on the workability of the silty soil <br />at the time of construction. <br />Within the limitations of scope, schedule and budget for our services, we have strived to take care that <br />our work has been completed in accordance with generally accepted practices followed in this area at the <br />time this report was prepared. No other conditions, express or implied, should be understood. <br />NELSON-COUVRETTE & ASSOCIATES, INC. <br />
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