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associated 2-1t2 --°2—.K <br /> earth sciences <br /> October 26, 2021 <br /> Project No. 20210370E001 /a a Uet <br /> Mr.Jack Shannon C Dte 09 2 <br /> 2416 61st Street SE l?'4, <br /> Everett, Washington 98203 Peril •, a �k <br /> Subject: Limited Subsurface Exploration and Geotechnical Asi'kerenit?' <br /> for Slab and Foundation Repair <br /> 2416 61st Street SE <br /> Everett,Washington <br /> Dear Mr. Shannon: <br /> Associated Earth Sciences, Inc. (AESI) is pleased to present this letter-report providing a <br /> summary of our limited subsurface exploration and geotechnical assessment concerning the <br /> interior floor slab and foundation distresses observed at 2416 61st Street SE in Everett, <br /> Washington. Our work has been completed in general accordance with our proposal, dated <br /> September 20, 2021, and in accordance with generally accepted geotechnical engineering <br /> practices. This letter-report was prepared for the exclusive use of Mr. Jack Shannon, and his <br /> authorized agents, for specific application to this project. No other warranty, express or <br /> implied, is made. <br /> PROJECT AND SITE DESCRIPTION <br /> The subject site is located at 2416 615t Street SE in Everett, Washington, as shown on Figure 1. <br /> The parcel is currently occupied by two residential structures—one structure to the north and <br /> one structure to the south. This project involves the structure to the south, which consists of a <br /> two-story, wood-framed duplex, that was reportedly built in the 1960s. We understand that a <br /> drain pipe leak has occurred beneath the floor-level concrete slab within the kitchen, near the <br /> southeast corner of the building, and that noticeable settlement and cracking has been <br /> observed within the slab, possibly due to saturation and erosion of the foundation soils. <br /> An additional concrete slab located in a bedroom that is adjacent to the kitchen has also <br /> experienced noticeable settlement toward one corner and is no longer level. We also <br /> understand that cracking and possible settlement of the exterior footings along the northeast <br /> and southeast corners of the building have been observed. <br /> The purpose of this study was to evaluate the subsurface conditions below the interior slabs <br /> and adjacent to the exterior footings, assess the extent of soft and/or saturated foundation <br /> soils, and summarize our findings and recommendations for remediation of the foundation <br /> soils, repair of the interior slabs, and settlement mitigation of the exterior footings. Details of <br /> our findings and recommendations for repair are provided below. <br /> Kirkland I Tacoma I Mount Vernon <br /> 425-827-7701 I www.aesgeo.com r/// <br />