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ti <br /> SONDERGAARD GEOSCIENUE PLLC <br /> 13012 65m Avenue SE <br /> Snohomish,Washington 98296 <br /> November 6,2019 <br /> J-0127 <br /> Clay and Kami Erickson • <br /> 924 Goat Trail Loop Road <br /> Mukilteo,Washington 98275 <br /> Subject: Geotechnical Engineering Study <br /> 2401 Taylor Drive <br /> Everett,Washington <br /> Dear Ericksons: <br /> Sondergaard Geosciences, PLLC (SGP) is pleased to present our geotechnical engineering study <br /> for the subject site. This study has been prepared for the exclusive use of Clay and Kami Erickson <br /> and their agents, for specific application to this project. Within the limitations of scope and <br /> schedule, our services have been performed in accordance with generally accepted engineering <br /> geology and geotechnical engineering practices in effect in this area at the time our study was <br /> prepared. It must be understood that no amount of study or engineering can guarantee stable <br /> slopes. Our observations,findings and opinions are a means to identify and reduce the inherent <br /> risk to the owner. No other warranty, express or implied, is made. <br /> SITE AND PROJECT DESCRIPTION <br /> The project site consists of a narrow, rectangular-shaped, approximately'0:49-acre parcel <br /> (Snohomish County Parcel Number(00417000100300) located at the above referenced address <br /> in Everett,Washington (Figure 1). The subject site is bounded to the north by steep bluffs above <br /> Puget Sound, on the east and west by single-family residential structures, and to the east by <br /> Taylor Drive. The site is currently developed with a residential structure, 4 bay carport and <br /> several outbuildings. We understand that current plans for the site include constructing a new <br /> single-family residence with associated parking,drives and utilities. <br /> SUBSURFACE EXPLORATION <br /> Two exploration borings were completed by SGP at the site on October 25 2019.The approximate <br /> locations of the explorations are shown on the "Site and Exploration Plan," Figure 2. The <br /> exploration borings were continuously observed and logged by an engineering geologist. Logs of <br /> the exploration borings are attached to this report. Descriptions of the soils encountered at the <br /> site are provided-below. Detailed-.descriptions-of the soils-encountered each exploration <br /> boring are provided on the exploration logs attached to the report. <br /> November 6,2019 SONDERGARRD GEOSCIENCES,PLLC <br /> 1 <br />