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B $� <br /> SOUTHWEST NORTHEAST <br /> MW-8 Mw-1 SOIL BORING <br /> ' <br /> DESTROYED DESTROYED -5 MW-36 C <br /> o / <br /> ° <br /> ! 1 <br /> C— <br /> SC GraYFY <br /> SND ! / 1 <br /> ' EG! FORMER / 1 _ SILTY <br /> TANK <br /> TANK 1 TANK / i _ L SAND sm <br /> BASIN BASIN / s <br /> M i (FILL) <br /> 10 <br /> 10 slur <br /> ' O SAND = / sur <br /> CLC44 Y <br /> 1 L � 7CL L <br /> 20 <br /> 20SILT _ TD-20' GLAY M ti <br /> 1 ML - / C <br /> .SAND Sp <br /> ' = M SILTY SAND <br /> w w <br /> 30 CL CLOY / 30 <br /> _ ' <br /> w - CLAYEY SILTY SAND M wm <br /> p° - C SAND / <br /> Z <br /> Im LF SILT r — 40 <br /> TD-39' <br /> o TD-40' <br /> S4ND Sp <br /> / <br /> ' s0 1 = sa <br /> TD—�o• <br /> - M <br /> ' SILTY SAND - <br /> 60 60 <br /> ' TO-61.5' <br /> 70 70 <br /> ' 10 FT FIGURE 6 <br /> GEOLOGIC CROSS SECTION B — B' <br /> LEGEND: <br /> ULTRAMAR STATION N0. 696 <br /> ' F, ASPHALT AND AGGREGATE BASE <br /> 2448 WEST KEiTLEMAN LANE <br /> SYMBOLSM USCS 0 20 FrAPPROXIMATE CONTACT BETWEEN SOIL TYPES � LODE CA. <br /> SCREENED INTERVAL 0 PROJECT NO. DRAWN 9Y <br /> HORIZONTAL. SCALE VERTICAL SCALE 01s LH. 2/13/95 BY De <br /> lta <br /> TD TOTAL DEPTH Fl 9 -916-8 RECO. �� I/A <br /> R 2 NO. REVI�EI�ED BY lmmvuwmmsw <br />