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PID / FID •Lo. P .-La
<br /> 0 ppm uaoiacrrio■ co.ar
<br /> /e. u i
<br /> ....
<br /> GRAVEL;ESAND
<br /> CLAY: dark grey to black, trace of silt,
<br /> 2 mod. to high plasticity, damp
<br /> ( 0.0 CL
<br /> E4 = ML SILT: dark grey brown, weakly cemented
<br /> = SAND: red brown, some silt, fine grained, o.
<br /> 1 6 _3 Sp abundant root holes, damp o
<br /> r 0.0 5.5-6 - fine-coarse grained, trace of fine gravel, .:
<br /> damp, NOSC 8 0
<br /> 8 - SILT: brown and red brown, trace-little
<br /> _ clay, trace-little fine-medium sand,
<br /> abundant root holes, damp, NOSC
<br /> 10 MW-3
<br /> 0.0 9.5-10 ML red brown
<br /> ark red brown, trace of fine sand, weakl °
<br /> 12 cemented, root holes throughout
<br /> .e
<br /> 0
<br /> 41 Sp AND: brown, little silt, fine grained
<br /> v 14 a
<br /> SILT: brown, some fine sand, cavities,
<br /> ML crusty material coating cavities, damp e
<br /> 16 0.0 Mw-3 0
<br /> 15.5-1 AND: brown, little silt, fine to coarseP 'o
<br /> n SP trace of gravel, NOSC P
<br /> 0 18
<br /> ILTY SAND/SANDY SILT: grey brown, brown �" Q
<br /> = SM/ML grey, fine grained, cavities, damp,
<br /> 20 -3 abundant white stringers o.
<br /> 0.3 19.5-2 S
<br /> ILT: brown, green grey and red brown, o:
<br /> 22 - some fine to coarse sand lenses with a
<br /> trace of fine gravel, damp, NOSC
<br /> ANDY SILT: brown grey, brown and green
<br /> 24 - grey, fine grained
<br /> _3 ' ML SILT: grey brown, some fine sand, weakly
<br /> 24.5-25
<br /> 26 0.2 cemented, damp, NOSC
<br /> ed brown
<br /> 28
<br /> 30 MW-3 = ANDY SILT: mottled red brown, brown grey,;';
<br /> 29.5-3C : weakly cemetned, white stringers, damp
<br /> p= LOG OF BORING # MW-3 PLATE
<br /> I.H. KLEINFELDER & ASSOCIATES
<br /> GI01ICM„K,1 Cor,wrvnr, • r,nu,,, t1,oa. AMERICAN MOULDING 35
<br /> „Mu ,,.0 .Ana a„ou,Cr, & MILLWORK CO.
<br /> PROJECT NO . 24-2020-3 STOCKTON, CALIFORNIA
<br />
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