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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
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FIELD REPORT c.✓ / <br />Associated Earth Sciences, Inc <br />911 Fifth Avenue, Suite 100 <br />Kirkland, Washington 98033 <br />425-827.7701 FAX 827-5424 <br />TO: <br />Pacific Topsoil Inc <br />805 801' Street SW <br />Everett, WA 98203 <br />ATTN: Jinusz Buisarowicz <br />AS REQursTrD BY Clicul <br />TIIE FOLLOWING WAS NOTED: <br />I':= I of 2 <br />Date Project Nance <br />Project No. <br />7/131I1 Snnilb Island Dredge Disposal <br />KE09016911 <br />Weather <br />Smith Island <br />Cloudy 60's <br />Municipally%DID H <br />Rclxm Number <br />Snohomish Comity <br />1 39 <br />laigineer/Architect <br />Para netrix <br />Client/Owner <br />Pacific To sill, hne <br />_ <br />General Contactor/5uperi1tetxle11t <br />Pacific To ,soil, Ine/Thonms <br />Earthwork Contractor/Superintendent <br />Pnclftc'fo isuil, inc/Roger" <br />AESI on site part time, as requested by the client, to monitor construction progress of Pacific Topsoil's "Smith Island" project. <br />\Inns ' aline <br />Trending generally west to cast, the cartlnvork contmctor continued <br />mass grading processes for the projecl's proposed sludge disposal area 'car <br />large dozer (D6), the contractor placed approximately .5-I' of imported soil <br />the south end of Pacific Topsoil's Smith Island Facility. Utilizing a <br />fine imcrbeds) and compacted the material via large vibratory roller. The compacted soil was <br />probed, with <br />the full <br />(bluish gray SICI' with sand <br />weight of the observer on a .5" diameter steel T-probe, and proved firm with average penetrations <br />not <br />exceeding 2". Further, the compacted <br />import <br />material was observed to be unyielding under the wheel load of numerous truck and trailer assemblies during subsequent <br />the specified minimum compaction (951%ASTNI <br />processes. <br />1557). <br />"I lic <br />AESI conducted <br />in place density tests on the slnretuml rill material <br />Roger, was of all density <br />to confront <br />results listed below. <br />Further, Roger <br />noted that no tucks <br />would be <br />running <br />earthwork contractor's foreman, notified <br />import tomorrow and requests AESI return an Monday (7/18/11) to resume construction monitoring. <br />Sec figure I for specific risk location. <br />soil <br />U slty Results <br />Test # <br />Location <br />fin <br />Depth ft below finish <br />%Moist <br />Dr D <br />Max Dr <br />COPIES TO: Distribution <br />DATE AUG 0 3 7011 PRINCIPAL / PM: Jon Sonderg;urd, P.E.G. <br />MAILED: _ - <br />
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