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10521 19TH AVE SE Geotech Report 2022-10-25
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10521 19TH AVE SE Geotech Report 2022-10-25
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Last modified
10/25/2022 1:43:53 PM
Creation date
2/26/2021 10:48:00 AM
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Address Document
Street Name
19TH AVE SE
Street Number
10521
Address Document Type
Geotech Report
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INTRODUCTION <br /> This report presents the results of our geotechnical engineering investigation at your proposed <br /> two-story mixed-use commercial project, in the Everett area of Snohomish County, <br /> Washington. The site is located at 10521 — 19th Avenue SE, with the tax parcel number <br /> 28052000203000,as shown on the Vicinity Map in Figure 1. <br /> You have requested that we complete this report to evaluate subsurface conditions and provide <br /> recommendations for site development. For our use in preparing this report, we have been <br /> provided with a site plan by Jensen Fey Architects dated February 26, 2016 that shows the <br /> preliminary lot layout. <br /> PROJECT DESCRIPTION <br /> The development will consist of a 7,544 square foot ground level footprint two-story mixed-use <br /> commercial building, with retail and office space. The commercial structure is to be located in <br /> the northwest region of the property. An elevator pit is expected in the central to eastern region <br /> of the structure. No basement or underground parking is anticipated. Sixty-seven surface level <br /> parking stalls are planned along the south boundary and central to eastern region. We have not <br /> been provided with a grading plan, but we expect that site grading will include minor cuts and <br /> fills. <br /> SCOPE <br /> The purpose of this study is to explore and characterize the subsurface conditions and present <br /> recommendations for site development. Specifically, our scope of services as outlined in our <br /> Services Agreement, dated March 4, 2016, includes the following: <br /> • Review available geologic maps for the site. <br /> • Explore the subsurface soil and groundwater conditions in the area of the planned <br /> building via test pits. <br /> • Evaluate pertinent physical and engineering characteristics of the soils encountered <br /> in the test pits. <br /> • Prepare a geotechnical report containing the results of our subsurface explorations, <br /> and our conclusions and recommendations for geotechnical design elements of the <br /> project. <br /> SITE CONDITIONS <br /> Surface Conditions <br /> The roughly rectangular-shaped project site is about 1 acre in size and has maximum <br /> dimensions of approximately 220 feet in the east-west direction and 196 feet in the north-south <br /> direction.Access to the site is provided by 19th Avenue Southeast on the west side of the site. <br /> The site is also bordered by existing single family residential acreage to the east and south, and <br /> commercial acreage to the north. A layout of the site is shown on the Site Plan in Figure 2. <br /> The ground surface within the site is generally gently sloping down to the west. A small ridge <br /> exists in the central region of the site extending east-west that also slopes to the south and <br /> north. The site is currently undeveloped, and is vegetated mostly with grass, blackberries, and <br /> several small to large bushes and trees. <br /> Robinson Noble, Inc <br />
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