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CONDOR EARTH TECHNOLOGIES, INC. <br /> GEOLOGICAL LOG PROJECT NO.: 2136M DATE: 11/14/2023 <br /> *&� PROJECT: Brown Sands Geologic Exploration <br /> CONDOR E B-1 7 CLIENT: Brown Sands,Inc. <br /> — -j � co j = C� cn WELL <br /> w g Z OJ � O z Q O U) SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> p < m 0 LU 0 J D DIAGRAM <br /> EB-17, 35 9 SW WELL GRADED SAND,light gray, 90% <br /> 35 1 medium to coarse subangular well graded <br /> sand, 10%coarse subangular well graded <br /> gravel,with mica <br /> EB 17,40 6 SP POORLY GRADED SAND,light gray, 100% <br /> 40 8 $u poorly <br /> 10 medium subangular oorl graded sand, with <br /> mica <br /> EB-17,45 8 POORLY GRADED SAND,light gray, Minor gravel <br /> 45 8 medium subangular poorly graded sand, with <br /> 9 <br /> mica <br /> EB 17, 50 9 SW WELL GRADED SAND, fine to medium <br /> 50 10 <br /> 10 subangular well graded sand, with mica and <br /> pyrite <br /> EB-17, 55 10 WELL GRADED SAND,light gray, 50%fine Minor gravel at <br /> 55 11 to medium subangular well graded sand, with 55' <br /> 8 <br /> mica and pyrite <br /> CL-CH CLAY, light gray, 80%fines,high toughness, <br /> medium plasticity <br /> 60 EB-17, 60 CL CLAY,medium toughness, medium plasticity <br /> Boring terminated at 60' <br /> 65 <br /> 70 <br /> NOTES: <br /> PG. 2 OF 2 <br />