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TABLE 1 ANALYTICAL RESULTS OF SOIL SAMPLES FORMER APACHE PLASTICS 2050 East Fremont Street,Stockton,California (mg/Kg) Sample EPA EPA 62608 Semple ID N. Npth W15M (600-) TPH11 MTBE TSA DIPE ETRE TAME 1.2-DCA EDB B.- Toluene E"I TOW benzene X*- BtIMW-1-tdb 6281989 14.6 c05 -0.001 '0001 -0.1 -0.001 -0.001 B-11MW-1-26.3 626119&9 293 2,600 ct. 10 150 61 420 B-1IMW-1855 8281889 65.5 5,200 - - - - - '05 <0.5 2.3 210 120 570 B-2/MW-2-14.5 831/1889 14.5 -0,1 - - - - - '0.001 '0.001 4.01 .0.001 4.001 '0.001 9-2/MW-239.5 83111888 38.5 4.1 - _ 4.001 '.001 4.01 4.001 4.001 .0.001 &2/MW-249.5 891/19% W 91/19% 59.5 <0.5 - - - - - .0.001 W.001 WA01 -0.001 '0.001 <OA01 B-21MW-287.7 891/188967.7 4.1 - - - - - 0.007 '0.On -0.001 '0.001 .0.001 .0.001 83JMW-359.0 82811969 59 .0.1 - - - - - .0001 '0.001 -0.001 -0.001 '0.001 '0001 831MW-382.5 927/1989 82.8 <0.1 - - - - - '0.001 -O.OD1 '0.001 '0.001 '0.001 '0.001 B39 3-67.2 927/1989 672 4.2 - - - MON .0.002 4.002 .0.002 4.002 .0.002 B-UMW-4�9.] 8 199 39.3 4.2 _ _ _ <D.= -0502 4.002 4.= .0.002 4.002 B4/MVV4-01 925/1989 62 4.1 - - _ <.OD1 .0.001 4501 .0.001 4.OD1 4.01 &UMW489.0 8281988 0 .02 - - _ <,OD2 4.01 -0.02 4.002 4.OD2 4.0@ 99 TABLES 88MW88.8 8810 5. : : : - &51MW-S15.] 69ry 890 75.7 <7 '0.003 '0.003 4.003 4.OIXi "MW-530.5 616/1890 30.5 'i - _ _ _ _ 4.003 .0003 <.W .0.003 B-&MW-580.5 8181990 60.5 <t _ _ _ _ 4.003 4.003 4.03 -0.03 5-5WVV640.4 8.911990 70.4 <t _ _ _ _ _ _ _ 4.003 4.003 '.003 '.003 B8/MW88.2 591/1990 52 - - - - - 88IMW8.10.5 591/1880 10.5 - - - - - - - - - - - 8-81MW-&15.5 W1/1990 15.5 - - - - - - - - - - - B-8/MW-820.5 Y 1/1990 20.5 �25.5 591/1990 25.5 Be1MVJ830.5 59111990 30.5 B MW835.5 5131/1980 35.5 <7 - - - - - - - -0.003 0.OW -0.003 4.003 886 -68 5 5131/1890 B MW845.5 591/1980 455 <1 _ _ _ _ '.003 .0.003 4.003 4.003 B86AW8 2 Y111980 502 _ 0-&VVV6-55.0 59111800 % B81MW880.5 8/1/1980 80.5 B-8MW885.0 8/1/1890 % c1 - - _ _ _ _ '.003 <.DD3 4.03 4.003 B MW- 705 am 990 705 '1 - - - - - - '.003 4.003 -0.003 4.003 B-7/MW-78.7 881990 6.7 B-704W-7-10.5 6&1990105 - - - - - - - - - - - 8-7/MW-7-15.5 89/1990 155 00 - - - - - - - '.003 4.003 4.003 4.003 5-741W-7-20.5 619/1890 20.5 1-7/MW-7-25.s 8/8/1890 255 - - - - - - - - - - &7/MW-7-30.5 W8/1990 30.5 B-7/MW 746.8 89/1890 35.8 <70 _ _ _ _ _ 4.003 .0.003 -0003 4.003 B-7/MW-740.5 881990 40.5 _ _ _ _ _ _ _ B-7/MVV-748.0 8911990 48 B-7/MW-780.8 89/1880 50.8 B41MW-785.5 69/1990 55.5 c10 _ _ _ _ _ 4.003 4.003 .0.003 -0.003 Tb.5 8911990 62.5 B-7/MW-786.0 69/1890 % <O - - - - - - - <0.0IX -0003 '.003 4.003 8-7/MV0.70.0 89/1890 70 MP-1-15.5 18281981 15.5 NO - - - - - - - NO NO 0.01 0.068 MP-/-26.D 1=811981 26 1,000 - - - - - - - 1.6 30 22 140 MP-136.0 1026/1981 36 11.00 - - - - - - - 130 1,100 280 1,600 MP-148.0 10281891 d8 7,100 - - - - - - - 00 7" 180 1.00 MP-188.0 10281981 56 1.6 - - - - - - - 0.02 0.11 0.03 0.2 MP-188.D10.281891 % 2,000 - - - - - - 16 14052 310 MP-2-15.6 10281981 15.5 NO - - - - - - - NO NO NO NO MP-2-25.5 10281991 25.5 NO O.D7 D.01 ND 0.02 Advanced GeoEnvironmental,Inc.