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ITable 2: 1996 Site Assessment Soil Sample Results m <br /> 04il <br />' Boring Depth TPH-g TPH-I B T E X MTBE <br /> B-L 6' <1 0 NA 0 045 ND ND 0 005 0.096 <br /> 11' 330 NA 1 5 087 28 086 <1 25 <br /> B-2 6' 56 NA 021 0 079 0 009 0 044 305 <br /> Il 5 9 5' 1,200 NA 14.4 173 375 190 198 <br /> B-3 6' <l 0 NA 008 c0 02 <0 02 <0 02 091 <br /> W, 1,200 NA 58 69 286 768 79 <br /> 13-4 6 8' 34 NA ® 125 030 015 079 15 <br /> J3,5 1027 1,300 NA 215 404 298 890 110 <br />' !!f MW-IRA 10' 540 NA 87 459 167 701 199 <br /> S MW-IR.B 10' 530 NA 72 228 20 451 10 <br /> MW-2RA 10' 340 NA 323 413 754 279 <6 25 <br /> o2t MW-2 IF 104 NA 014 029 16 32 CO 625 <br />' 2 ,S MW-3 11' , 340 NA 38 35 86 27 142 <br /> S-1 T ND ND ND ND ND ND 0 089 <br /> S-2 3' ND ND ND ND ND ND 019 <br /> DLs 10 10 0.005 0.005 0.005 0.005 <br /> DU=Detection Limats <br /> yow <br /> rh t4 2�. 5 ' <br /> W -3 SIG <br /> mvf'� .20 <br /> M40 -4 <br /> f <br /> mw, it <br /> ,,UVJ - t1 - a.o <br />