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CONDOR EARTH TECHNOLOGIES, INC. PROJECT NO.: 2136K DATE: 11/20/19 <br /> GEOLOGIC LOG <br /> A�4 <br /> PROJECT: Brown Sands Geologic Exploration <br /> CONDOR' EB-$ CLIENT: Brown Sands Inc. <br /> w N WELL <br /> x J F- <br /> W 01 <br /> a � EL OZ O z O z o- O 0 SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> wo -- m 0 w " Qd J DIAGRAM <br /> n' <br /> 35 3 SW 35'-36.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 4 gray, 95% fine to medium sand, <5% fines, no <br /> odor, no organics, wet; clayey sand from 35'- <br /> 36' then sharp contact to well graded sand at <br /> approximately 36'-36.5' <br /> 40 6 40'-41.5' WELL GRADED SAND, brown/ Medium-Coarse <br /> 6 gray, 95% fine to medium sand, gravel, <5% <br /> 6 fines, no odor, no organics, wet; top 6" not <br /> recovered <br /> 45 6 45'-46.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 6 gray, 95% fine to medium sand, <5% fines, no <br /> s odor, no organics, wet; top 8" not recovered <br /> 5o g SP 50'-51.5' POORLY GRADED SAND, brown/ Fine Sand <br /> 4 gray, 95% fine sand, <5% fines, no odor, no <br /> organics, wet; top 8" not recovered <br /> 55 tt SW 55'-56.2' WELL GRADED SAND, brown/ Medium-Coarse <br /> 13 <br /> 11 CL gray, 90% medium to coarse sand, <5% fines, <br /> no odor no or anics wet to 8" not recovered <br /> 56.2'-56.5' LEAN CLAY, gray, <5% sand, <br /> 95% fines, high toughness, medium plasticity, <br /> moist <br /> 60 Boring terminated at 56.5' <br /> 65 <br /> L70- - <br /> NOTES: <br /> PG . 2 OF 2 <br />