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' APPENDIX A <br /> FIELD EXPLORATION AND LABORATORY TESTING <br /> ' Riverside Business Park,Lots 2 and 4 <br /> Everett,Washington <br /> On November 21 and 22, 2016, we explored subsurface conditions by completing 6 cone penetration tests(CPTs) <br /> at the site. The CPT locations were approximately determined in the field using a GPS system. The CPT <br /> locations are shown on Figure 2. For reference, the Unified Soil Classification System (USCS) describes soil <br /> ' classification on attached Figure A-1. <br /> In Situ Engineering, Inc., under subcontract to Terra Associates, Inc. performed the CPTs at locations selected by <br /> ' Terra Associates, Inc. The CPTs were each advanced to depths of 60 and 60.5 feet below the surface. The CPT <br /> consists of pushing an instrumented, approximately 1 1/2-inch diameter cone into the ground at a constant rate. <br /> During advancement, continuous measurements are made of the resistance to penetration of the cone and the <br /> friction of the outer surface of a sleeve. The cone is also equipped with a porous filter and a pressure transducer <br /> for measuring groundwater or pore water pressure generated. Pore pressure dissipation tests were completed at <br /> four of the CPT locations to determine groundwater depths. Measurements of tip and sleeve frictional resistance, <br /> pore pressure, and interpreted soil conditions and groundwater depths are summarized in graphical form on the <br /> CPT Logs attached in Appendix A. <br /> 1 <br /> 1 <br /> Project No. T-7388-1 <br />