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JLCONDOR EARTH TECHNOLOGIES, INC
<br /> _ �--GEOLOGICAL LOG — --PROJECT NO _3849C _DATE _5-5-04
<br /> PROJECT Former Transit Facility
<br /> cor,[goR
<br /> SB-3 CLIENT Raymond Investment Corp _
<br /> _j w WELL
<br /> z O0 j p ? d D SOIL DESCRIPTION REMARKS CONSTRUCTION
<br /> L
<br /> m o w y DIAGRAM
<br /> LIJE
<br /> c7
<br /> 48" 20'-24' SILTY CLAY, green, moist, low to
<br /> medium plastic fines,stiff, approximately 10%
<br /> 21 fine sand, strong HC odor
<br /> I
<br /> PID=690
<br /> 24 48" 24'-28' SILTY CLAY,green,moist, low to
<br /> i medium plastic fines,stiff,approximately 10%
<br />�i fine sand, streaks,HC odor, SANDY lenses at
<br /> 24 4-24 6, 24 9-25 1, 25 9-26 0,green,moist,
<br /> very stiff,approximately 10%fine sand,strong
<br /> to medium HC odor
<br /> 27
<br /> PID=620
<br /> 41" 28'-28 5' SILTY CLAY, green,moist,very
<br /> SM stiff, approximately 10%fine sand, strong to
<br /> \Lnedium HC odor
<br /> 28 5'-30 5' SILTY SAND WITH CLAY, green,
<br /> 30 moist, soft
<br /> SP 30 5'-32 5'POORLY GRADED SAND WITH
<br /> GRAVEL,green,soft,moist, 70% fine to
<br /> coarse sand-predominantly medium, PID=742
<br /> approximately 15%granule to pebble gravel,
<br /> 40" CL stron HC odor
<br /> 33 32 5'-33 5' SANDY CLAY
<br /> ML 33 5'-36 5' SANDY SILT —
<br /> greenish/brown,
<br /> moist to wet, soft,moderate HC odor, low
<br /> plastic fines,approximately 40%fine to
<br />'
<br /> medium sand
<br /> 36 PID=28 9
<br /> 48"
<br /> SM 36 5'-40' SILTY SAND, greenish brown,wet,
<br />�I soft, low plastic fines,weak to moderate HC
<br /> odor
<br />�I
<br /> 39—
<br /> PID 85 9
<br /> 9PID=859
<br /> Groundwater
<br /> sample screen
<br /> interval 36-40'
<br /> Gray, silty water
<br />�R 42 Weak odor
<br />'I
<br /> NOTES PID Background= 0 2 ppm
<br /> HC V hydrocarbon
<br />�� PG 2 OF 2
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