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Pl7E"L"0'W
<br /> SAMPLE
<br /> PP0 uscs oeseaiMW4
<br /> 0 cont
<br /> SAND: brown to black, some silt, fine to coarse
<br /> core grained, damp, NOSC
<br /> 2 0.0 B-9 1-3 SP
<br /> SILL: brown to red brown, trace of clay, some fine
<br /> ML sand, abundant root holes, abundant root material,
<br /> damn LNOSC
<br /> SANDY SILT: brown-red brown, trace of clay, fine
<br /> G 0.0 B-9 4-9 grained, abundant root holes, shrinkage cracks, dam
<br /> NOSC
<br /> 10 ML SANDY SILT: red brown to grey brown, fine grained,
<br /> trace abundant root holes, some mice„ damp
<br /> i.
<br /> 12- SAND: brown, little to some silt, ine graine ,
<br /> 0.0 B-9 13-14 poorly graded, some mica, damp, NOSC
<br /> ]4 SP
<br /> w weakly cemented
<br /> - C
<br /> r 16
<br /> a SILT: red brown to brown grey with rust red to red
<br /> p black staining, little clay, some fine to medium
<br /> i. 76 0.0 B-9 116-19 grained sand, some mica, some black cemented grains
<br /> ML 0.5 to 3 mm in size, damp, NOSC
<br /> 20
<br /> SANDY SILT: mottled brown grey, and brown with rust
<br /> 22 0.0 B-9 i9-2k red and black blotches, trace of clay, fine graine
<br /> sand, some mica, some root holes, damp
<br /> 24
<br /> 15.5 B-9 24-26 SILTY SAND: light grey green, fine grained, micaceou
<br /> SM trace root holes, damp
<br /> i
<br /> 26- 60 B-9 26-29 SAND: light grey green to red brown, trace clay, }
<br /> little silt, ,:ine to medium grained, trace fine
<br /> 28 SP gravel, trace of root holes, damp, NOSC
<br /> 30 123 B-9 29-3i GRAVELLY SAND: dark brown, little silt, Line to
<br /> GP coarse rained moderatelygraded, dam
<br /> SILT: mottled red brown, brown grey and
<br /> r
<br /> UNOCAL/ PACIFIC & ROBINHOOD PLATE
<br /> I.N. KLEINFELQEk & ASSOCIATES
<br /> CJ0jj(H%1(el wKSLIOANis • M+na„is IkSli,e 4 STOCKTON, CALIFORNIA
<br /> LOG OF BORING N0, B-9
<br /> PROJECT N0. 24-2027-3
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