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FIGURE 5 <br /> l ifiY <br /> I <br /> MARKET STREET <br /> T-2 0 MW-'1 ASPHALT B_6 <br /> [1a/2o/No] [35/ND/ND) PARKING APRON t <br /> 1 (44/0 7/ND) <br /> [14/ND/ND] ] 3 i <br /> ' B-1 /21/ND) ' <br /> P-1 i <br /> [2/ND/ND] i P-4 �/�/ <br /> P-2 [2/1000/6300 • MW-2 <br /> [2/30/ND] [26/7 2/ND] i <br /> P-3 <br /> 12/1500/71001w[15/ND/ D] B-5 /i �aQy � 1 <br /> r u� <br /> W-3 [44/2 5/ND)<T y <br /> 34/5W] i LEGEND <br /> P-5 r i <br /> W1070/11000] �� ; [ Lu W B-3 SOIL BORG <br /> ® (JANUARYIN 993) <br /> tr. <br /> W ��/ III <br /> B-10 SOIL BORING <br /> WB-4 1= (SEPTEMBER, 1991) <br /> t•- (39/3 4/ND) i M -1 ® MONITORING WELL <br /> z (SEPTEMBER, 1991) <br /> ui <br /> 0 SOIL SAMPLE LOCATIONS <br /> (MAY, 1991) <br /> r W (44/0 7/ND) SOIL ANALYTICAL RESULTS (1/93) <br /> �4y� CHEVRON - - (DEPTH Ft./BTEX ug/Kg/TPH mg/Kg) - <br /> U Q [STATION I [26/7 2/520] SOIL ANALYTICAL <br /> � � ] RESULTS (7991) <br /> [DEPTH Ft./BTEX ug/Kg/TPH mg/Kgj <br /> I <br /> h <br /> � I <br /> —f� <br /> �r <br /> e <br /> f� <br /> APPROXIMATE SCALEWASHINGTON STREET !{ <br /> ANALYTICAL DATA MAP <br /> 40 FT 0 40 FT <br /> GREYHOUND TERMINAL <br /> 121 SOUTH CSTOCKTON ENTER STREET <br /> SY356 05 I , C FO NIA <br /> ENGINEERING-SCIENCE <br />