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6617 ASSOCIATED BLVD AMAZON Geotech Report 2022-10-25
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6617 ASSOCIATED BLVD AMAZON Geotech Report 2022-10-25
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Last modified
10/25/2022 1:38:54 PM
Creation date
1/27/2021 9:00:47 AM
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Address Document
Street Name
ASSOCIATED BLVD
Street Number
6617
Tenant Name
AMAZON
Address Document Type
Geotech Report
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• <br /> • <br /> KLEINFELDER <br />• <br /> • <br /> • Our scope of services does not include either specifically or by implication any environmental or <br /> • biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of <br /> • pollutants, hazardous materials or conditions. If the owner is concerned about the potential for <br /> • such contamination or pollution, additional studies should be undertaken. <br /> • <br /> • 1.2.1 Task 1 — Background Data Review <br /> • <br /> • We reviewed readily available published and unpublished geologic literature in our files and the <br /> • files of public agencies, including selected publications prepared by the U.S. Geological Survey <br /> • (USGS). We also reviewed readily available seismic and faulting information, including data for <br /> • designated earthquake fault zones as well as our in-house database of faulting in the general <br /> • site vicinity. <br /> • <br /> • 1.2.2 Task 2 — Field Exploration <br /> • <br /> • Prior to commencement of the fieldwork, private utility locate services were utilized at the boring <br /> • locations to identify potential conflicts with subsurface structures/utilities. Each of our proposed <br /> • field exploration locations were also cleared for buried utilities through Washington One-Call <br /> • locating services. <br /> • <br /> • Subsurface conditions at the site were explored by advancing seven (7) geotechnical borings to <br /> • depths of approximately 6%to 26%feet below the existing ground surface (bgs) using an EC 55 <br /> I• track-mounted drill rig with hollow-stem auger tooling. Representative soil samples were <br /> • collected at various depths in accordance with ASTM D1586, Standard Test Method for <br /> • Penetration Test and Split-Barrel Sampling of Soils. Bulk grab-samples of the auger cuttings <br /> • were also obtained in the upper 5 feet at each boring location. A Kleinfelder geologist from our <br /> • Redmond, Washington office supervised the field operations, collected samples, and logged the <br /> • explorations. <br /> • <br /> • Final exploration logs describing the soil conditions encountered, depths of samples collected, <br /> • and laboratory test results are presented in Appendix A. Soil descriptions indicated on the logs <br /> • result from field observations and data, as well as from laboratory test data. Contact boundaries <br /> • between soil types as shown on the logs should only be considered approximate as the <br /> • transition between different soil layers may be gradual or discontinuous across the site. <br /> • <br /> • <br /> • <br /> • 20203884.001A/SEA20R110164 Page 2 of 28 June 1, 2020 <br /> ©2020 Kleinfelder <br /> • <br /> • <br />
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