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4704 HARBOR LN 2018-01-02 MF Import
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4704 HARBOR LN 2018-01-02 MF Import
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Last modified
2/10/2022 3:06:50 PM
Creation date
2/20/2017 10:23:22 PM
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Address Document
Street Name
HARBOR LN
Street Number
4704
Imported From Microfiche
Yes
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From <br />11/20/2009 14:08 #243 P.002/011 <br />NELSON <br />GEOTECHNICAL <br />ASSOCIATES, INC <br />17311 135T" Ave. NE #A-500 <br />Woodinville, WA 98072 <br />(425) 486-1669 FAX 481-2510 <br />FIELD REPORT <br />Project: Anderson Property <br />Owner: Rick and Holly Anderson <br />Location: Everett, Washington <br />Weather: <br />Purpose of <br />Visit: <br />Partly Sunny, 50's <br />File No.: 816909 <br />Date: 09/11/09 <br />Report No: 1 <br />Page: 1 of 3 <br />Wall Installation Monitoring By: BD <br />We visited the site today at the request of Rick and Holly Anderson to observe the installation of a <br />soldier pile retaining wall along the top of the existing steep north -facing slope adjacent to their existing <br />residence and pool. <br />Upon arrival, we met with Jason of Kulchin Drilling and he informed us that they would start installing <br />the piles at the eastern end of the wall as shown on the attached Site Plan. We observed that the eastern <br />and western extend of the wall, including final wall height, had been surveyed by Harmsen and <br />Associates. A total of 17 piles are planned for the wall, 8-foot on center. The final height of the wall <br />will be at elevation 190 feet. The length, type of pile, and embedment depth varies depending on its <br />wall location and the final exposed height, but for the piles installed today, pile lengths varied from 16 <br />feet long to 34 feet long. <br />We observed the installation of 5 piles (N17 through N13) as shown on the Site Plan. Each hole was <br />augured with a 24-inch auger to approximately one foot below the planned bottom of pile elevation. <br />The soil that was exposed during the excavation consisted of brown -gray, fine to medium sand with silt <br />to silty fine to medium sand. We did not observe sloughing in the holes after they were drilled, and we <br />did not observe evidence of groundwater. All the holes were backfilled today with CDF and the top of <br />the piles were set at an elevation of 190 feet +/- 0.1 inches. <br />We will return to the site tomorrow to continue to observe the wall installation. Based on our <br />observations while on site, it is our opinion that the retaining wall is being installed in general <br />accordance with the wall design. <br />Attachment: Site plan + wall profile <br />Distribution: <br />US I W� pmy_ - <br />
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