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CONDOR EARTH TECHNOLOGIES, INC. PROJECT NO.: 2136K DATE: 11/18/19 <br /> GEOLOGIC LOG <br /> PROJECT: Brown Sands Geologic Exploration <br /> E13-3 CLIENT: Brown Sands Inc. <br /> CONDOR' <br /> } O <br /> w w cc WELL <br /> x Vj <br /> w LL o O j o z a- O N SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> a Z m 0 o gn. 'J O DIAGRAM <br /> D W O W <br /> approximately 31' <br /> 35 q :Fa;t� t SP-SM 35'-36.5' POORLY GRADED SAND WITH Fine Sand <br /> 5 " i�i SILT, brown gray, 90% fine sand, 10% fines, <br /> 7 i'r i no odor, no organics, wet; top 3.5" not <br /> ;.t t recovered <br /> :rtit <br /> yi <br /> 40 6 SW 40'-41.5' WELL GRADED SAND, brown/ Coarse Sand <br /> o gray, 85% fine to coarse sand, 10% gravel, w/Gravel <br /> 3 <5% fines, no odor, no organics, wet, top 6" <br /> not recovered <br /> 45 7 45'-46.5' WELL GRADED SAND, brown/ Medium-Coarse <br /> 7 gray, 95% medium to coarse sand, <5% fines, <br /> o no odor, no organics, wet;top 6" not recovered <br /> 50 s 50'-51.5' WELL GRADED SAND, brown/ Fine-Medium <br /> o gray, 95% fine to medium sand, gravel, <5% <br /> 12 fines, no odor, no organics, wet; coarsening <br /> with depth <br /> 55 6 55'-56.5' WELL GRADED SAND, brown/ Medium-Coarse <br /> gray, 95% medium to coarse sand, gravel, <br /> 7 <5% fines, no odor, no organics, wet; top 10" <br /> not recovered <br /> so q CL 60'-61.5' LEAN CLAY, <5% sand, 95% fines, <br /> 5 medium toughness, medium plasticity, no <br /> 12 <br /> odor, no organics, wet; sandy clay encountered <br /> at approximately 61.3'-61.5' <br /> Boring terminated at 61.5' <br /> 65 <br /> 70 <br /> NOTES: <br /> PG. 2 OF 2 <br />