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2702 59TH ST SW 2024-07-05
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2702 59TH ST SW 2024-07-05
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Last modified
7/5/2024 1:40:32 PM
Creation date
6/24/2024 10:04:32 AM
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Address Document
Street Name
59TH ST SW
Street Number
2702
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nELSOn GEOTECHnICAL <br />ASSOCIATES, inc <br />17311 1351h Ave. NE #A-500 <br />Woodinville, WA 98072 <br />(425) 486-1669 FAX 481-2510 <br />105 Palouse Street <br />Wenatchee, WA 98801 <br />(509)665-7696 <br />FIELD REPORT <br />Project: <br />Miller Residence Slope Stabilization <br />NGA File: 13333E-22 <br />Client: <br />Dennis & Chelsea Miller <br />Date: 11/3/2023 <br />Location: <br />2702 — 59th Street SW <br />Report No: 7 <br />Everett, Washington <br />Weather: <br />Overcast; 50's °F <br />Page 1 of 1 <br />Purpose of <br />Geotechnical Consultation and <br />By: ABR <br />Visit: <br />Construction Monitoring <br />We visited the site today at the request of the earthwork contractor on behalf of the homeowners, to provide geotechnical <br />consultation services for the proposed slope stabilization project located at the above address in Everett, Washington. <br />Upon arrival we met with the earthwork contractor to observe the finished conditions of the slope repairs/stabilization. The <br />dispersion trenches were backfilled with clean rock up to a level just below the notched drain board. The area below the wall <br />was graded per the plans with a slope away from the wall and covered with jute mat staked to the surface. The wall was <br />backfilled with clean crushed rock and capped with 5/8-inch minus up to top of wall and matching existing grade behind the <br />wall. All construction equipment and materials were removed from the site and the eastern side yard was dressed with mulch <br />where equipment disturbed the grass areas. Permanent erosion control materials were installed along the disturbed areas <br />such that no exposed soils were observed. We were informed the hydroseed would be placed along the jute slope surface <br />below the wall on Monday. <br />We have been providing geotechnical consultation and construction monitoring services on a part-time basis. Our findings <br />and conclusions are based on specific observations made while on site. Based on our observations, the soldier pile retaining <br />wall and associated restoration appears to have been installed in accordance with the plans and our recommendations. We <br />are available to return to the site upon request. <br />Attachment: Site Plan <br />� r <br />Signed: <br />Distribution: <br />
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