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FIGURE 4 <br /> , <br /> H <br /> SB-1 {25/ND/56} MARKET STREET <br /> . LEGEND <br /> l <br /> SB-2 SOIL BORING (AUGUST, 1994) <br /> T-2 /�D/ND 0 MW-1 ASPHALT B-6 13-3 (11 SOIL BORING (JANUARY, 1993) <br /> [35 RON o <br /> [14/20/NDj -1 (44/0 7/ND) , B-1 • OIL BORWG (SEPTEMBER, 1991) <br /> T-3 [ [14/10/4200] B-3 3 I MW-1 IS MONITORING WELL (SEPTEMBER, 1991) <br /> [14/ND/ND] , — �1 O/-3{15/2/1 71 <br /> SB-8 ` <br /> {25/14e/960} B_1 1 IND) �� O SOIL SAMPLE LOCATIONS (MAY 1991) <br /> P-1 [25/600/ {15/2/1 71 'SOIL ANALYTICAL RESULTS (AUGUST 1994) <br /> [2/ND/ND] P-4 / $ SB-2 ' (DEPTH FEET / BTEX ug/Kg /TPH-D mg/Kg) <br /> P_2MW-2 {25/234/2900} <br /> [2/30/NDj [2/1000/ 126/7 2/ND] �� (44/0 7/ND) -SOIL ANALYTICAL RESULTS (JANUARY 1993) <br /> j "1 (DEPTH <br /> (DEPTH FEET / BTEX ug/Kg /TPH-D mg/Kg) <br /> B-2 P-3 /15W/710oly Q-L <br /> SB-7 [15/ND]NQ� 1 -5 �� i [26/72/520) SOIL ANALYTICAL RESULTS (1991) <br /> {15/3910/16,000} MVS-3 /2 5/ND)[P SB-5 i(DEPTH FEET / BTEX ug/Kg /TPH-D mg/Kg) <br /> [29'/34PSM) / i {15/7/ND} <br /> P-5 i / I... ND NOT DETECTED ABOVE THE ANALYTICAL PRACTICAL <br /> [2/1070/11000] Y W QUANTITATION LIMIT <br /> / <br /> S3-4 Lu I <br /> TPH-D ZERO LINE (TPH-D NOT DETECTED ABOVE <br /> W {45/27/21} ILABORATORY PRACTICAL QUANTITATION LIMITS) <br /> W 0 C <br /> N I {5/3/ND} O B-4 Lu _ '0ppm TPH-D LINE (TPH-D CONCENTRATIONS > 10ppm) <br /> W u (39/3 4/ND) �� Z <br /> W r <br /> 0 I � I <br /> il <br /> Lu Q U NOTE ONLY THE DEPTH INTERVAL WITH THE HIGHEST TPH-D <br /> �� `4- CONCENTRATIONS IS DEPICTED FOR THE 1994 <br /> O // ��� ��� / BORINGS FOR ADDITIONAL ANALYTICAL DATA <br /> AT THESE LOCATIONS, PLEASE REFER TO TABLE 2 <br /> U Q / CHEVRON I <br /> / Q / STATION <br /> i <br /> � I I <br /> 1 <br /> 1 <br /> COMPREHENSIVE SOIL <br /> aPPRaX]MATE SCef a WASHINGTON STREET <br /> ANALYTICAL DATA MAP <br /> 40FT 0 40FT GREYHOUND TERMINAL <br /> I 121 SOUTH CENTER STREET <br /> STOCKTON, CALIFORNIA <br /> ) I <br /> 53Y356 05 t ENGINIEE9INC-SCIENCE <br />