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P10 OLOW JAUPtt
<br /> PPMV 1 M 5rdIrr1011
<br /> 0- _
<br /> trice of clay, fine grained,
<br /> Cur;,
<br /> 4.,.� t;==:;s-!.lett root tsottll, d:.»,p, NOaC
<br /> L'.0 is-19 !-I t:;,,%yi .y 2ill.i r-utt1,��! Kray, black and brown, little to
<br /> 2- t".7v tis:" to :^•ndlu{j nand, trace of gravel up to 10
<br /> In 'NOSC
<br /> a 0.0 li-!4 S-�� Cl_.EYt:1f r.1'.tiY ..11j: .I,s SA!4)Y :)t[,T above
<br /> na ':lr.ily SMT ;ahovc
<br /> 6 tqo�.n_4and vrey br"n, lletlr tine otind, micA-
<br /> r,x>>u.a, resit I101e•6, dil f;" NOV:
<br /> 8 "t" irir,rcns.c in clay eonctnt. no root holes
<br /> :1.v;it't S1t.T. rrd brows,, tracef cclay,fine grained,
<br /> 10 ,:Iundant scat holcu. :shrinkage, cracks. damp, NOSC
<br /> ML decreane in Land contont, ccmontad grains up to 2 mm
<br /> 12 0.0
<br /> B-1912-13 incrresrlc in rani! cacl;rnt
<br /> 14 SILT: brown, Ejace of clay. little fine sand, root
<br /> C ML holes ug to 3 rn in 41re, uicaceolltl- damp, NOSC
<br /> x lfi shrinkage crsckq
<br /> 0.0 B-1 16-1: ------ -------
<br /> SAND: red bro+n to broom.. [race to little silt, fine
<br /> 18 SP to medium grained, er e e xaoc holes, shite streaks,-
<br /> ann�t:L�Sc
<br /> SANDY SILT: brown to rc4 ..:c m, trace clay, fine
<br /> 2t} ML grained, micaccoue. root tsalus. dam„ NOSC
<br /> 0.0 B-1921-22
<br /> SILT: brown, little clay. little Linc sandy micaceous
<br /> 22 root lfles, darp, NOSC
<br /> ML
<br /> 24 Increase in sand content: aQt:o aand, some weakly
<br /> cemented grains up to 3 r—,% in :size
<br /> white stringer throughout
<br /> 26 0.0 B-1 26-17 SAND: gee your, scrser ilt. ne cn ca ua gra nc .
<br /> 5P p0
<br /> 28 ML SANDY SILT to SILT: as silt above
<br /> SM SILTY SAND: a:4 silt and sand from 24 to 29 feet
<br /> 30SAND: mottled brown, pale green: grey, trace to some
<br /> SP silt, fine to medium grained, damp, NOSC
<br /> ~" UNOCAL/ PACIFIC & ROBINHOOD PL"TE
<br /> J.N. KLEINFELDER & ASSOCIATES
<br /> CFUSFCH.Ii+F lDrSlli+..i3 • YsllQ�t{� i1S11wt STOCKTON, CALIFORNIA
<br /> LOG OF GORING NO. 8-19
<br /> PROJECT No. 24-2027-9
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