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0 <br />AMERICAN <br />GEOSERVICES <br />(1 �rC_C-i 1\k \€ & NI VI MJAL; <br />FNNI RONNI,INiAl. <br />nuu ILI \I. <br />1\1L <br />I INUNH RIM. ANU .Sk ]LNCF. <br />88�-170-4027 <br />January 24, 2019 <br />PROJECT NO: 0359-WA18 <br />CLIENT: Mr. Mark Golike <br />Reference: Geotechnical Investigation Report, 7818 Larimer Rd, Everett, WA <br />Dear Mr. Golike, <br />At your request, we have completed the above referenced services for the referenced project in <br />accordance with the American GeoServices, LLC (AGS) proposal and your authorization -to - <br />proceed. Results of our evaluation and design recommendations are described below. <br />PROJECT INFORMATION <br />The site is located as shown in Figure 1 and Figure 2. The site is a developed lot and gently to <br />to moderately sloping land in a residential/rural neighborhood as illustrated in Figure 1 and Figure <br />2. The proposed development will consist of building residential structures/addition. We do not <br />anticipate significant site grading (fill placement) for this project. We anticipate proposed <br />structures will be constructed with low to moderate foundation loads. If these proposed conditions <br />change, we should be contacted to modify our report. <br />SCOPE OF WORK <br />In December 2018, one soil exploration was performed by us at locations B1 as shown in Figure <br />2. This exploration included soil auguring, soil sampling, and Standard Penetration Testing (SPT) <br />equivalent testing. Explorations extended to a maximum depth of 10 feet below the existing <br />ground surface where high (50+) SPT equivalent blow counts were encountered. In addition, we <br />also reviewed available water well logs which contained a subsurface profile extending to several <br />tens of feet. Additional subsurface exploration was not deemed necessary at this time. <br />All soil samples were identified in the field and were placed in sealed containers and transported <br />to the laboratory for further testing and classification. Logs of all soil explorations showing details <br />of subsurface soil conditions encountered at the site are included in an appendix. The SPT tests, <br />when properly evaluated, provide an index to the soil strength and density of the material tested. <br />The penetration test results are shown on the individual Exploration Log included in an Appendix. <br />41105 NE Cedar Ridge Rd www.americangeoservices.com Mailing: 24 Roy Street #343 <br />Amboy, WA 98601 sma@americangeoservices.com <br />Seattle, WA 98109 <br />Ph: (360) 437 16369 Ph: (888) 276 4027 Ph: (206) 317 1787 <br />Fx: (877) 471 0369 <br />