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CONDOR EARTH TECHNOLOGIES, INC. <br /> GEOLOGIC LOG PROJECT NO.: 2136K DATE: 11/19/19 <br /> PROJECT: Brown Sands Geologic Exploration <br /> CONDOR <br /> EB-10 CLIENT: Brown Sands, Inc. <br /> } U <br /> x � H w — SC m WELL <br /> w LL O O >p z ° O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> a < m O w " DIAGRAM <br /> r <br /> — 7/77/ <br /> 35 5 35'-36 LEAN CLAY, brown, <5% sand, 95% <br /> 7 Sp fines, medium toughness, medium plasticity, <br /> 1g no odor, no organics, wet; well graded sand <br /> 6 contact at a roximatel 36' <br /> 7 36'-36.5' POORLY GRADED SAND, brown/ Fine Sand <br /> gray, 95% fine sand, <5% fines, no odor, no <br /> 40 7 SW organics, wet; 3" lean clay stringer at Medium-Coarse <br /> 9 a roximatel 41' <br /> 13 40'-46.5' WELL GRADED SAND, brown/ <br /> gray, 85% medium to coarse sand, <10% <br /> gravel, <5% fines, no odor, no organics, wet; <br /> coarsening with depth, top 6" not recovered <br /> 45 <br /> 50 g 50'-51.5' WELL GRADED SAND, brown/ MedlLlnl-Coarse <br /> 9 gray, 95% medium to coarse sand, gravel, <br /> 12 <5% fines, no odor, no organics, wet; top 6" <br /> not recovered <br /> 55 11 55'-56.5' WELL GRADED SAND, brown/ Medium-Coarse <br /> 13 gray, 95% medium to coarse sand, <5% fines, <br /> 15 no odor, no organics, wet; top 6" not recovered <br /> 60 5 CL 60'-61 .5' LEAN CLAY WITH SAND, brown, <br /> 9 20% fine sand, 80% fines, no odor, no <br /> organics, moist <br /> Boring terminated at 61.5' <br /> 65 <br /> 70 <br /> NOTES: <br /> PG . 2 OF 2 <br />