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FIGURE 4 <br /> sat i251No/s 61 MARKET STREET <br /> LEGEND <br /> S132 0 SOILBORING (AUGUST 1994) <br /> T 2 e MW-1 ASPHALT gg B- 0 SOILBORING (JANUARY 1993) <br /> {14/20/NDI 135/ND/ND -1 RON /0 7/ND) B 1 • SOILBORING (SEPTEMBER 1991) <br /> T3 I u z0µ 0 �' I MW 1 S MONITORING WELL (SEPTEMBER 1991) <br /> (14/ND1ND1 ! `�O�3{1512/17) I <br /> seams 1 O SOIL SAMPLE LOCATIONS (MAY 1991) <br /> {zs ta6(� p 1 $ ,M/2I/No <br /> )2/ND/� 126/5001 z / {15/2/1 7} SOIL ANALYTICAL p (AUGUST 1994) <br /> P-2 2/1000/ /BMW 2 2 234/2900 (DEPTH FEET/BT ug/Kg TPH D mg/Kg) <br /> 2/30l,NnJ I /72/ND1 I (44/0 7/ND) SOIL ANALYTECAL RES <br /> 1 (JANUARY 1993) <br /> Pf3 /1600/7100] may, �v1�Q�NG (DEPTH FEET/BT g/Kg TPH D mg/Kg) <br /> B-2 Q <br /> 5�7 1t5/Nfl�41 g + 50 i� �� I (26/72/529) SOILANALYTICALRE (1991) <br /> {t5 1p11�D90} j G` M1'1f-3 /25/ Gv {15/7/No} I (DEPTH FEET/BTE ug/Kg TPH D mg/Kg) <br /> p-g i / ND NOT DETECTED ABOVE THE ANALYTICAL PRACTICAL <br /> f (271070/tt000 r QUANTITATION LIMIT <br /> / {46/27/21} I F �� TPH D ZERO UN PH D NOT DETECTED ABOVE <br /> ACTICALQUANTITATION LIMITS) <br /> Lu <br /> f. SIM c B-4 W __,� 10ppm TPH D LINE(TPH D CONCENTRATIONS> 10ppm) <br /> 1N (5/31ND} (39/3 a/NDI aGv ] Z <br /> LLI <br /> v ) U <br /> � =P Q NOTE ONLY THE DEPTH INTERVAL WITH THE HIGHEST TPH D <br /> ! G14 CONCENTRATIONS 1S DEPICTED FOR THE 1994 <br /> 2 �Q�c ��z BORINGS FOR ADDITIONAL ANALYTICAL DATA <br /> ! AT THESE LOCATIONS PLEASE REFER TO TABLE <br /> U Q CHEVRON <br /> a / STATION <br /> k I <br /> I <br /> COMPREHENSIVE SOIL <br /> L. <br /> APPROAMATESCAWASHINGTON STREET <br /> ANALYTICAL DATA MAP <br /> 40 FT 0 40FT GREYHOUND TERMINAL <br /> 121 SOUTH CENTER STREET <br /> STOCKTON, CALIFORNIA <br /> _Y.56 CE ENGINEERING SCIENCE <br />