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a f <br /> Now/ Sample ji <br /> FIS j <br /> �. 0 FL No USCs pPMV atscltwTION tMT JJ <br /> + a <br /> Modified Asphalt <br /> I� 2 California PID calibrated with 25 pM benzene b E <br /> 13 Sanpler • <br /> � 4 <br /> ML,/ 0 CLAYFF:X SILT/SILTY CLAY.. brown, trace of <br /> 6 CL very fine grained sand, dry to damp, <br /> { NCSC <br /> { <br /> 93 6 .` <br /> 'JfL •• r <br /> 34 <br /> I <br /> CLAYEY0SILT/SILTY CLAY: brown,—trace of <br /> .1 Q } ! <br /> 12 very fine grained sand, trace of pebbles <br /> 2 to 4 mm in size, dry to damp, NOSC <br /> 14 ` <br /> 0 <br /> X15 34 <br /> Y 6 CL 0.7 SILTY CLAY: brown, trace of very fine <br /> p sand, gray white veins throughout, <br /> �_ very hard, possibly ce anted, NOSC a <br /> o X } <br /> ! n <br /> 20 0 <br /> fV, <br /> ML 0. SANDY SILT: brown, very fine to firms e <br /> 22 gained sand, little clav, scattered <br /> ']f w1ute stringers up to 10-mn in lengto o <br /> 29 dry to darip <br /> g SANDY SILT mottled gray and red bran, <br /> 26 4 very fine to fine grained sand, trace of <br /> � '3 medium Grain ed sand, trate of clay, <br /> WILA micaceous, darrp <br /> - <br /> 30 ' - <br /> � � CL 0.0 CLAYEY SILT mottled red brown <br /> - trace to sere very fine to fine arained = <br /> sx1a, micaceous, axgp {}` <br /> � 7 <br /> I H KCEINF€LpER & ASSOCIATES �� <br /> UNOCAL PLATE f <br /> STOCKTON, CALIFORNIA 4 -�— <br /> E <br /> LOG OF BORING NO. MW- 3 <br /> PF�Jc{T NO ir- "lti-i-? <br />