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Bering Log
<br />• 9 PROJECT No. 94-326-6-10
<br />BORING No. SB 2
<br />LOGGED BY W. MADISON SIVITH
<br />ENVIRONMENTAL TECHNOLOGIES CORPORATION
<br />PROJECT NAME: GARDNER PROPERTY
<br />BORING LOCATION: 26080 THORNTON ROAD, THORNTON, CA SURFACE ELEV:
<br />DRILLER: DION DUKART DATE STARTED: 11/26/96
<br />
<br />DATE FINISHED: 11/26/96
<br /> DEPTH (ft) SAMPLE BLOW
<br />COUNT REC IUSCS CLASSI GRAPHIC LOG WC GI L) LAYER DEPTH SOIL DESCRIPTION
<br />AND REMARKS PIEZO I No. TYPE INTERVAL 0" 6' 12" (in) (%) (tsf)
<br />FROM TO 6" 12" 18"
<br />-
<br />_
<br />_
<br />-
<br />-
<br />5-2
<br />-
<br />_
<br />a
<br />-
<br />10—
<br />_
<br />_
<br />-
<br />-
<br />15—
<br />-
<br />_
<br />a
<br />20—
<br />-
<br />_
<br />-
<br />25—
<br />_
<br />_
<br />_
<br />-
<br />30—
<br />_
<br />_
<br />-
<br />35—
<br />J
<br />-
<br />-
<br />_
<br />40—
<br />—_-
<br />Gravel Road Base. Ta
<br />_
<br />_
<br />-
<br />-
<br />_
<br />_
<br />-
<br />-
<br />_
<br />-
<br />-
<br />_
<br />—
<br />_
<br />_
<br />-
<br />_
<br />—
<br />_
<br />_
<br />_
<br />_
<br />—
<br />-
<br />-
<br />—
<br />_
<br />_
<br />-
<br />-
<br />—
<br />1
<br />3
<br />4
<br />4.0
<br />8.0
<br />6.0
<br />10
<br />ML
<br />SM
<br />0
<br />0
<br />0 0
<br />.3
<br />SILT, 100% fines, moderate brown
<br />(5yr3/ 4), moist.
<br />FID=10 ppm
<br />SILTY SAND, approx. 60% fine, poorly
<br />graded sand, approx. 40% fines,
<br />moderate brown (5YR3/ 4), moist. F 5 ML 9.4
<br />10
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />12
<br />14.0
<br />19.0
<br />24.0
<br />29.0
<br />34.0
<br />38.0
<br />16.0
<br />21.5
<br />26.0
<br />31.5
<br />36.0
<br />40.0
<br />ppm._
<br />SP
<br />SL"
<br />SW
<br />'
<br />SP
<br />SW
<br />SP
<br /> V
<br /> v
<br />•
<br />•
<br />•
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<br />•
<br />V
<br />•
<br />•
<br />•
<br />•
<br />v
<br />•
<br />•
<br />•
<br />•
<br />0
<br />0
<br />°0
<br />0 0
<br />0 0 0
<br />0 y\0
<br />y
<br />•
<br /> .1
<br />v .
<br />•
<br />4
<br />v 4
<br />V
<br />4
<br />V
<br />.
<br />.
<br />.
<br />•
<br />4
<br />V
<br />A
<br />• 4
<br />'V
<br />i
<br />V
<br />4
<br />•
<br />0 0
<br />0 0
<br />0 a
<br />0 0
<br />°
<br />4
<br />•
<br />1
<br />•
<br />•
<br />A
<br />/
<br />0
<br />0
<br />4
<br />•
<br />J_
<br />SILT, gray, slight petroleum odor at
<br />9.5-10.0 feet.
<br />_
<br />
<br />- SAND, 100% fine to medium poorly
<br />graded sand, medium dark gray (N4),
<br />wet, slight petroleum odor, micah flakes,
<br />FID=600 ppm.
<br />FID=900 ppm.
<br />SAND, 90% fine, poorly graded sand,
<br />10% fines, medium dark gray (N4), wet,
<br />petroleum odor, micah flakes, FID=1100
<br />SAND, 100% fine to medium poorly
<br />graded and fine-coarse well graded
<br />sand, medium dark gray (N4), wet,
<br />petroleum odor, micah flakes, FID=1100.
<br />SAND, 100% fine to medium poorly
<br />graded sand, medium dark gray (N4),
<br />wet, no odor, micah flakes, FID=65
<br />ppm.
<br />SAND, 100% fine to coarse well graded
<br />sand, medium dark gray (N4), wet, no
<br />odor, FID=150 ppm.
<br />SAND, 100% fine to medium poorly
<br />graded sand, medium dark gray (N4),
<br />wet, no odor, FID=110 ppm. 40
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