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6101 ASSOCIATED BLVD BASE FILE 2017-06-05
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6101 ASSOCIATED BLVD BASE FILE 2017-06-05
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Last modified
6/5/2017 1:50:29 PM
Creation date
5/15/2017 10:33:04 AM
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Address Document
Street Name
ASSOCIATED BLVD
Street Number
6101
Tenant Name
BASE FILE
Notes
GEOTECHNICAL REPORT INCLUDED
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015 C�z--e <br /> Earth Solutions NWLLC <br /> Field Rep. Project No. Page of Report No. <br /> Wendy ES-2232.3 1/1 1 <br /> 't 1805 136"Place NE, FAX: Time On Site Time Off Site Date Day of Week <br /> Suite 201 (425)449-4711 <br /> Bellevue,WA 98005 TOLL FREE: 10:00 11:00 4/13/14 Monday <br /> (425)449-4704 (866)366-8710 <br /> DAILY FIELD REPORT Travel Time Weather <br /> 0.75 Hr Partly Sunny <br /> Project Name Job Location Client/Owner <br /> Mountain View Business Center Associated Blvd &Industrial Street, Underwood Gartland Everett, LLC <br /> —Lot 1 Everett <br /> General Contractor General Contractor's Superintendent Received Onsite By <br /> Foushee Mark/Jason <br /> Grading Contractor Grading Foreman Checked By <br /> Archer Steve <br /> 'Are approved Plans/Permits onsite F—] YES F—] NO Project No. Permit No, <br /> Supplementary Report: <br /> As requested by client, ESNW was onsite to observe the earthwork activities. The following was observed: <br /> Upon arrival, contractor was currently excavating for sewer line within the building limits. Contractor first scraped <br /> back the previously placed recycled concrete cap on the building pad. The contractor plans to use a portion of the <br /> material as trench backfill. The contractor then encountered a brown silty sand with gravel with concrete rubble. This <br /> material ranged in depth from 4'-6' in depth. The contractor also plans to use this material as trench backfill. ESNW <br /> recommends that prior to backfilling with this material the larger pieces of concrete be removed to decrease the void <br /> content and risk of nesting materials. Finally at the bottom of the trench the contractor encountered a damp to almost <br /> wet grey silty sand with gravel. This material also included concrete rubble however not to the extent of the fill above <br /> it. The contractor also plans to use this material as well as trench backfill. ESNW collected three proctors, one from <br /> each of the materials. <br /> Prior to departure, the contractor ceased excavation due to the need of a sewer inspection that needs to take place <br /> prior to proceeding. The inspection is scheduled for tomorrow. <br /> ESNW will return when requested. <br /> Wendy Jones <br /> COPY TO: CONTINUED ON NEXT PAGE El <br />
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