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2725 32ND AVE NE 2018-01-02 MF Import
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2725 32ND AVE NE 2018-01-02 MF Import
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Last modified
12/15/2021 1:33:59 PM
Creation date
4/1/2017 2:46:40 PM
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Address Document
Street Name
32ND AVE NE
Street Number
2725
Imported From Microfiche
Yes
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FIELD REPORT <br />Associated Earth Sciences, Inc <br />El ® n C L5 <br />911 Fitch Avenue, Suite 100 <br />Kirkland. Washington 98033 <br />425-827-7701 FAX 827-5424 <br />141 <br />_ Pacific Topsoil, Inc — <br />805 80'a Street SW _ <br />Everett, WA 98203 <br />AT'IN; Janusz Ilnjsarowicz <br />AS REQUESTED BY Client <br />THE FOLLOWING WAS NOTED: <br />Paec I of 2 <br />Dale <br />Project Name <br />Projccl No. <br />7/19/11 <br />Smith Island Dredge Disposal <br />KF.090169I1 <br />Weather <br />Smith Island <br />Cloudy 60's <br />hhmicipality/DPD q <br />Report Wunbcr <br />Snohomish County <br />40 <br />Engineer/Architect <br />Parametric <br />Chcnl/Owner <br />Pacific To soil, Inc <br />General Contractor/Saperimendenl <br />Pacific Topsoil, Inc/Thonas <br />-- <br />Earthwork ContractodSupclintendcnl <br />Pacific Topsoil, Inc/Ruger <br />AESI on site part Iimc, as requested by the client, to monitor construction progress of Pacific Topsoil's "Smith Island" project. <br />Klass Cro line <br />Trending generally west to case, the earthwork contractor continued mass grading processes for the project's proposed sludge disposal area near <br />the south end of Pacific Topsoil's Smith Island Facility. Utilizing a large dozer (136), the contractor placed upprosimately .5-I' of imported soil <br />(bluish gray SILT to brownish gray silly SAND with few gravels). In addition, AESI noted that several trucks continual stockpiling soil near the <br />SE comer of the proposed disposal facility. The contractor noted that as much of the imported soil appeared relatively wet upon arrival. no <br />compaction processes would likely be completed today and the soil would be Ic0 out overnight to dry. AESI further recommended the <br />contractor aerate the soil as necessary via wind rowing. The contractor will compact the spread soil tomorrow and requests AESI return to <br />conduct density tests on the compacted fill material. See figure I for specific task location. <br />COPIES TO: Distribution FIELD UP.: Jon D I lanscn, Sr. Staff Geologist <br />DATE AUG 0 3 201l — PRINCIPAL / Pbl: Jon Sondcrgaarrd, P.E.G. A. <br />MAILED: lb <br />
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