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<br /> CONDOR EARTH TECHNOLOGIES, INC. 2136K DATE: 11/20/19
<br /> IlkGEOLOGIC LOG PROJECT NO.:
<br /> PROJECT: Brown Sands Geologic Exploration
<br /> CONDOR EB-12 CLIENT: Brown Sands, Inc.
<br /> W U U
<br /> _ = WELL
<br /> wLL Z 0 z p 3 °- O SOIL DESCRIPTION REMARKS CONSTRUCTION
<br /> D N m 0 W " D DIAGRAM
<br /> with sand last 2"
<br /> 35 t ML 35'-36.5' SILT WITH SAND, brown, 20% fine
<br /> 2 sand, 80% fines, no odor, no organics, wet;
<br /> 3
<br /> lean clay stringer(4") at approximately 36'
<br /> 40 4 SIN 40'41.5' WELL GRADED SAND, brown/ Very Coarse
<br /> to gray, 80% medium to coarse sand, 15% gravel w/Gravel
<br /> 6 <5% fines, no odor, no organics, wet; top 8"
<br /> not recovered, silt with sand followed by clay
<br /> stringer followed by well graded sand
<br /> 45 4 45'-46.5' WELL GRADED SAND, brown/ Fine-Medium
<br /> 6 gray, 95% fine to medium sand, <5% fines, no
<br /> 6 odor, no organics, wet; coarsening with depth,
<br /> top 6" not recovered
<br /> 50 q 50'-51.5' WELL GRADED SAND, brown/ Medium Sand
<br /> 6 gray, 90% fine to medium sand, <5% gravel,
<br /> 10 <5% fines, no odor, no organics, wet; top 6"
<br /> not recovered
<br /> 55 to 55'-56.5' WELL GRADED SAND, brown/ Medium Sand
<br /> 12 gray, 95% fine to medium sand, <5% fines, no
<br /> 14
<br /> odor, no organics, wet
<br /> 60 14 60'-61.5' WELL GRADED SAND, brown/ Coarse Sand
<br /> 20 gray, 95% medium to coarse sand, gravel,
<br /> <5% fines, no odor, no organics, wet; top 6"
<br /> not recovered
<br /> 65 4 CL 65'-66.5' LEAN CLAY, brown, <5% sand,
<br /> 12 95% fines, high toughness, high plasticity, no
<br /> odor, no organics, moist
<br /> Boring terminated at 66.5'
<br /> 7o
<br /> NOTES:
<br /> PG . 2 OF 2
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