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CONDOR EARTH TECHNOLOGIES, INC. 11/15/19
<br /> GEOLOGIC LOG PROJECT NO.: 2136K DATE:
<br /> PROJECT: Brown Sands Geologic Exploration
<br /> CONDOR EB-2 CLIENT. Brown Sands, Inc.
<br /> 7::::::
<br /> HWELL
<br /> wO_ Z O j SOIL DESCRIPTION REMARKS CONSTRUCTION
<br /> m O DIAGRAM
<br /> -31.5' WELL GRADED SAND, brown/ Fine-Medium
<br /> ay, 95% fine to medium sand, <5% fines, no
<br /> or, no organics, wet
<br /> 35 5 '-36.5' WELL GRADED SAND, brown/ Fine-Medium
<br /> 7ay, 95% fine to medium sand, <5% fines, no
<br /> or, no organics, wet, coarsening with depth
<br /> 40 3 '-41.5' WELL GRADED SAND, brown/ Fine-Medium
<br /> 5ay, 95% fine to medium sand, <5% fines, no
<br /> dor, no organics, wet; top 6" not recovered
<br /> 45 a5'-46.5' WELL GRADED SAND, brown/ Fine-Medium
<br /> 2gray, 95% fine to medium sand, <5% fines, n
<br /> 11
<br /> odor, no organics, wet; top 6" not recovered
<br /> 50 13 50'-51.5' WELL GRADED SAND, brown/ Coarse Sand
<br /> 15 gray, 85% medium to coarse sand, 10% gravel w/Gravel
<br /> 1 tt <5% fines, no odor, no organics, wet
<br /> 55 11 SC 55'-56.5' CLAYEY SAND, gray, 80% fine Fine Sand
<br /> 16 sand, gravel, 20% fines, low toughness, no
<br /> plasticity, no odor, no organics, moist
<br /> 60 6 CL 60'-60.5' CLAYEY SAND, brown, 80% fine Fine Sand
<br /> 6 sand, gravel, 20% fines, low toughness, no
<br /> plasticity, no odor, no organics, moist;
<br /> radational contact to
<br /> 60.5'-61.5' LEAN CLAY, brown, <5% sand,
<br /> 95% fines, medium toughness, medium
<br /> 65 lasticit no odor no or anics wet
<br /> Boring terminated at 61.5'
<br /> 70
<br /> NOTES:
<br /> PG . 2 OF 2
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