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Page 1 of 1 <br />m-j(raZa18iAssociates,lnc. Field <br />Geotechnical Engineering • Environmental Engineering Report NO.:09623533DFRIO1723SC <br />Construction Testing and Inspection <br />DATE: 10/17/2023 Set Count: CONTRACTOR: Select <br />PROJECT #: 09623533 PERMIT #: <br />PROJECT: South Pointe Plaza INSPECTOR: Sean Clark <br />LOCATION: 10121 Evergreen Way Suite JURISDICTION: City of Everett <br />KA P.M.: J. Mercer WEATHER: Sunny TEMP: <br />A Krazan & Associates representative arrived on site to evaluate soil bearing pressure. The approximate 5' by 5' soil section <br />was tested using the t-probe testing method. The soil was probed in five different spots and for each test, the soil was observed <br />to be both firm and unyielding. <br />P "��v <br />Reviewed By: <br />ASTM Test #: <br />I <br />I Asset Numbers <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and <br />regulatory requirements. <br />Superintendent/Representative: Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />The information po,Od<d on this Bryon a prpatd f« the exclusive us<ofthe clime. "is rryon may not be sWmducd in any format nithcut the"Hoss permission of the client and Kraun & Ass«iatot. This r<pon <br />nsio«i11pvalonobservation adtmti�results basil«sitemditiotmy eoontdnaanivitiee.Thisinformationtsthe to mien Pri«to final submittal. BYsigningthisrrymt,wr ivpm«dom nil a«ept <br />rmpwuibiliy f«validiy ofmulm Thesameinf anon haz b«n Pmvidd by alms on site Thmatraule apply«IYtm the zpaificl«atiom, and item irupcnd«tmtM T<mplam date 10,14rz023 <br />