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f
<br /> A �S• N
<br /> MCont
<br /> SAMPLE0 UKScore SAND: brown to black, little to some silt , fine to
<br /> SP coarse grained, micaceous, damp, NOSC
<br /> 2 0.0 B-11 2-4
<br /> SM/ML SILTY SAN SANDY SILT: dark brown to black, trace to
<br /> some cl^y, fine grained, micaceous, damp, several
<br /> 4 3-11M-4.5 2 inch thick gravelly layers
<br /> SILTY SAND: red brown, little to some clay, fine
<br /> 6 grained, micaceous, root holes, shrinkage cracks,
<br /> 0.0 B-11 6-7 SM damp, NOSC
<br /> increase in silt content
<br /> 8 ML SANDY SILT: mottled grev, brown, red brown, fine
<br /> grained, damp, NOSC
<br /> 10 -11A 10-10
<br /> SANDY SILT/SILTY SAND: red brown to brown, trice of
<br /> •5 clay, fine grained, some mica, root holes, shrinkag
<br /> 12 0.0 B-11 10-11 ML/SM cracks, damp, NOSC
<br /> I
<br /> I
<br /> 14 SILT: red brown to brown grey, trace clay, little to
<br /> 11A15-15 1 some fine sand, some mica, some weakly cemented
<br /> Z16 .5 grains up to 1.5 mm in size, damp, NOSC
<br /> n`4a 0.0 B-I1 15-18 ML weakly cemented with veins of white material
<br /> - 18
<br /> SANDY SILT: n-ile grey green, rust red blotches, fine
<br /> 20- B-II0_20 grained, micaceous, weakly cemented, damp, -NOSC
<br /> .5
<br /> 0.0 B-11 1-22 ML
<br /> 22 SILTY to SANDY SILT: as at 19 feet, root holes,
<br /> white stringers
<br /> 24 _ .
<br /> SILTY SAND: pale grey green to grey, fine grained,
<br /> B-11. 5-25 SM some viica, damp
<br /> 26 .5
<br /> 4.2 B-11 4-27 color change to red brown
<br /> •5 SAND: dark brown, fine to coarse grained, moderate
<br /> 28 B-11 9.5- SW to well graded, little mica, some fine to coarse
<br /> 30 gravelly lenses, damp, slight odor
<br /> 6.5 B-1I 7.5--
<br /> 30 29 increase in ravel content
<br /> SANDY GRAVEL: dark grey, fine to coarse grained,
<br /> GN well graded, fine to coarse gravel, damp, faint -
<br /> 1.H• KLEINFELDER & ASSOCIATES
<br /> UNOCAL/ PACIFIC & ROBINHOOD . PLATE
<br /> C101104ti1[M [oaSV1TAN95 • MIMRIMS 115AI.0 STOCKTON, CALIFORNIA -
<br /> LOG OF BORING NO. B-11
<br /> PROJECT NO. 24-2027-3
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