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PID WIL <br /> Elow! Sample COMM <br /> 4 fl. Ho. <br /> USCS PPmv tlESCRIPT1aN <br /> Asphalt <br /> Mxiified PTD calibrated with 25 ppm ben2ene <br /> 2 California <br /> Sampler a O' <br /> 0: <br /> a.• <br /> 4 <br /> ,/ Q CLAYEY SILT/SILTY CLAY: browns, trace of <br /> 6 CL very fine grained sand, dry to daces, <br /> NC1SC o j <br /> �L <br /> •'� d;l i <br /> 10 <br /> a <br /> CLAYEY S•1LT/SILTY CLAY: brown,-trace of Q a <br /> 0.1very fine grained sand, trace of Pebbles <br /> 12 '2 to 4 nn in size, ' to NOSG CCt[Qy <br /> 14 • a <br /> w <br /> / ry fine <br /> C <br /> S 16 - CL 0.7 SILTY COY: brown trace of ve <br /> sand,' gray white veins throughour, <br /> a ve haxd, possibly cemented, NC1SC <br /> 18 zY q'. r <br /> 20 0 .b I <br /> 0, SANDY SILT: brown,. very fide to fine <br /> 22 wined sand, little clay, scattered <br /> white stringers up to l4 nm <br /> in 'lit' <br /> dry to damp <br /> f> 24 <br /> SANDY SILT: mottled gray and red brown. s: <br /> vary fine to fine grained sand, trace of <br /> 26 medium grained sand, trace of clay, ; <br /> t . micaceous, damp - <br /> 28 F <br /> 30CL Q,Q CLAYEY SILT: tmttled red brown and gray, <br /> trace to same very fine <br /> to fine grained <br /> - � ran nucaceous, <br /> s <br /> PLATE <br /> UNOCAL/PACIFIC & ROBINHOOD <br /> J.H. KLEINFELDER & ASSOCIATES STOCKT01`a, CALJFORMA <br /> - GIO1lfHr+C�t CO�]CUA�IS• 'As gi��el: <br /> L.OG OF BORING NO. MW-3 <br /> PROJECT NO. 24-2027--3 <br />