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9900 19TH AVE SE Geotech Report 2018-01-02 MF Import
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9900 19TH AVE SE Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:20:33 PM
Creation date
4/23/2020 1:36:27 PM
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Address Document
Street Name
19TH AVE SE
Street Number
9900
Address Document Type
Geotech Report
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_�► NELSON-COUVRETTE & ASSOCIATES, INC. <br />CONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS <br />AND ENVIRONMENTAL SCIENTISTS <br />17311.135th Avenue NE, A-500 <br />Woodinville, WA 98072 <br />(425) 486-1669 • Fax 48;-2510 <br />July 31, 1997 <br />Mr. David Michaelis <br />Michaelis - Swenson Partners <br />1430 East McAndrews Road, Suite 1 <br />Medford, Oregon 97504 <br />Geotechnical Engineering Report <br />Home Base Warehouse <br />Everett, Washington <br />NCA File No. 213497 <br />Dear Mr. Michaelis: <br />INTRODUCTION <br />Snohondeh County (425) 337.1669 <br />Wenatchee/Chelan (509) 784.2756 <br />This report presents the results of our geotechnical engineering study of the planned Home Base <br />Warehouse. The site is located on the northwest comer of 19th Avenue SE (Highway 527), and 100th <br />Street SE in the city of Everett, as shown on the Vicinity Map in Figure 1. You have retained us to <br />perform a geotechnical engineering study to evaluate the site for the proposed structure and parking <br />areas. We have been provided a copy of a topographic survey dated October 22, 1996, by Barghausen <br />Consulting Engineers, Inc., and a preliminary grading, storm drainage and water quality treatment plan <br />with the proposed location of the building, dated February 28, 1997, by Barghausen Consulting <br />Engineers, Inc. <br />The preliminary design shows the building footprint area toward the west end of the lot, as shown on the <br />Site Plan in Figure 2. The site will be accessed from 19th Avenue SE on the northeast comer of the site <br />and from 100th Street SE on the mid-southem portion of the site. We understand the building will be <br />slab -on -grade construction and have a main floor finished elevation of approximately 570.3 feet (Project <br />Datum). Estimated wall and column loads were not available at the time of this report. Retaining walls, <br />up to 25 feet high, are proposed for the northwest corner of the building and along the on -site storm <br />water detention pond, in the southwest portion of the site. These walls typically will retain fill that will <br />
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