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10/11/00 11 19 FAX g R 1 121014
<br /> ' PID BLOW SAMPLE
<br /> DPfvy !FT, uses DESCRIPTION
<br /> .
<br /> 0—cont.
<br /> SAND: brown to black, some silt, fine to coarse
<br /> core
<br /> O.0 B-9 1--3 Sp grained, damp, NOSC
<br /> 2
<br /> 4 SILT. brown to red brown, trace of clay, some fine
<br /> Mla sand, abundant root holes, abundant root material,
<br /> a NOSC
<br />' SANDY SILT: brown-red brown., trace of clay, fine
<br /> grained, abundant root holes, shrinkage cracks, dam
<br /> 0.0 a-9 4-9 N(?SC
<br /> 10 ML SANDY SILT. red brown to grey brown, fine grained,
<br /> trace abundant root holes, some mica, damp
<br /> 12 0 0 S-9 13-14 SAND brown, little to some silt, fine grazne ,
<br /> poorly graded, some mica, damp, NOSC
<br /> j4 SP
<br /> weakly cemented
<br /> .� 16
<br /> a SILT red brown to brown grey with rust red to red
<br /> a black staining, little clay, some fine to medium
<br /> 18 0 Q B-9 16-19 gxained sand, some mica, some black cemented groans
<br /> ML 0.5 to 3 mm in size, damp, NOEC
<br /> 20
<br /> SANDY SILT mottled brown grey, and brown with rust
<br /> 22 ML red and black blotches, trace of clay, fine graine
<br /> 0 0 B-9 19-24sand, some mica, some root holes, damp
<br /> 24
<br /> 15 5 B-9 24-26 SILTy SAN)] light grey green, flue gxaincd, ma.caceou
<br /> SM trace root holes, damp
<br /> 26-
<br /> 60 B-9 26-29 SAND light grey green to red brown, trace clay,
<br /> little silt, fine to medium grained, trace fine
<br /> z$ SP gravel, trace of root holes, damp, NOSC
<br /> 30 123 B-9 29-31
<br /> 'p SAND: dark brown, little si. t, a.ne to
<br /> �� coo p cramned Wnderatel graded, dad?
<br /> SILT mottled red brown, brown grey and
<br /> • UNOCAL/ PACIFIC & ROBINHOOD PATE
<br /> 1 H 1�LEiNFELDER & ASSOCIATES
<br /> cfo�Ec�,.,c1r caNsu��AN�s • ,u,AIIRIA�S 1lSi,hG STOCKTON, CALIFORNIA
<br /> LOG OF BORING N0, B-9
<br /> PROJECT No 24-2027-3
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