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<br /> CONDOR EARTH TECHNOLOGIES, INC. PROJECT NO.: 2136K DATE: 11/14/19
<br /> GEOLOGIC LOG
<br /> � PROJECT: Brown Sands Geologic Exploration
<br /> CONDOR'
<br /> EB-1 CLIENT: Brown Sands, Inc.
<br /> Y O
<br /> w N � WELL
<br /> wa. Z O j p z a 0 y SOIL DESCRIPTION REMARKS CONSTRUCTION
<br /> o m 0 w § -r D DIAGRAM
<br /> K
<br /> 35 p 35'-36.5' sample
<br /> 3 not recovered
<br /> 3
<br /> t y i i SP-SM 36.5'-38' POORLY GRADED SAND WITH Fine Sand
<br /> 3 ;',; SILT, brown/gray, 90% fine to medium sand,
<br /> 4 p j ! 10% fines, no odor, no organics, wet
<br /> � pit rl
<br /> rr.in
<br /> 40 5 SW 40'-41.5' WELL GRADED SAND, brown/ Medium-Coarse
<br /> gray, 90% fine to coarse sand, gravel, <5% w/Gravel
<br /> fines, no odor, no organics, wet; P silt stringer;
<br /> top 4" not recovered, top 2" silt
<br /> 45 7 45'-46.5' WELL GRADED SAND, brown/ Coarse Sand
<br /> $ gray, 85% medium to coarse sand, 10% gravel w/Gravel
<br /> 9 <5% fines, no odor, no organics, wet; top 6"
<br /> no recovery
<br /> 50 6 50'-51.5' WELL GRADED SAND, brown/ Coarse Sand
<br /> 11 gray, 80% medium to coarse sand, <15% w/Gravel
<br /> t t gravel, <5% fines, no odor, no organics, wet;
<br /> top 6" no recovery
<br /> 55 5 55'-56.5' WELL GRADED SAND WITH Medium Coarse
<br /> 8 GRAVEL, brown/gray, 80% medium to coarse w/Gravel
<br /> t t sand, 15% gravel, some fines, no odor, no
<br /> organics, wet; top 6" no recovery
<br /> 60 13 60'-61.5' WELL GRADED SAND WITH Very Coarse
<br /> 17 GRAVEL, brown/gray, 80% fine to coarse w/Gravel
<br /> 6 sand, 20% gravel, <5% fines, no odor, no
<br /> organics, wet; top 6" no recovery, F sandy
<br /> clay stringer at approximately 6P
<br /> 65 13 65'-66.5' WELL GRADED SAND, brown/ Fine-Medium
<br /> 15 gray, 95% fine to medium sand, gravel, <5%
<br /> 17 fines, no odor, no organics, wet; top 6" no
<br /> recover
<br /> Boring terminated at 66.5'
<br /> L70-
<br /> NOTES:
<br /> PG . 2 OF 2
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