Laserfiche WebLink
CONDOR EARTH TECHNOLOGIES, INC. <br /> GEOLOGICAL LOG PROJECT NO.: 2136M DATE: 11/9/2023 <br /> *&� PROJECT: Brown Sands Geologic Exploration <br /> CONDOR E B-1 6 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-16, 35 SP POORLY GRADED SAND,olive gray, <br /> 35 medium angular to subangular poorly graded <br /> sand,with mica <br /> EB 16,40 7 SW WELL GRADED SAND,greenish gray, Minor gravel <br /> 40 9 100%medium to coarse angular to subangular <br /> well graded sand,with mica <br /> EB-16,45 7 SP POORLY GRADED SAND,light gray, 100% Some gravel at <br /> 45 9 medium angular to subangular poorly graded 45' <br /> 12 g p Y <br /> sand,with mica <br /> EB 16, 50 6 POORLY GRADED SAND,greenish gray, <br /> 50 8 medium poorly graded sand, with mica <br /> 10 <br /> EB-16, 55 10 SW WELL GRADED SAND,greenish gray, Minor gravel at <br /> 55 13 ....� GC 100%medium to coarse well graded sand, 55' <br /> with mica <br /> EB-16, 60 11 CL CLAY, light gray,medium toughness, <br /> 60 13 <br /> 12 medium plasticity <br /> Boring terminated at 60' <br /> 65 <br /> 70 <br /> NOTES: <br /> PG. 2 OF 2 <br />