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I <br /> II <br /> 1 <br /> > r <br /> I ` TABLE 2 ` <br /> y <br /> ' ANALYTICAL RESULTS OF SOIL SAMPLES <br /> West Clay Properties z <br /> I ` 639 West Clay Street, Stockton, California <br /> (mg/kg) <br /> E <br /> 4 y � <br /> Boring I,Dt, Depth , a` Date -TPIas TPH as MTBE Benzene Toluene Ethyl- Xylenes <br /> IGasoline 'I Diesel rbenzene <br /> B9 55 10-6-99 25 12 <0 1 <0 007 061 046 30 <br /> B9 65 10-6-99 <10 <1 <0 05 <0 005 <0 005 <0 005 <0 005 <br /> I r <br /> 1310 20 10-6-99 320 650 <0 2 <0 01 -�0 01 0.96 2 1 <br /> F <br /> IB10 35 10-6-99 13 30 <0 05 0.56 17 034 16 <br /> <1 9.1, 45 19 96 <br /> B10 '; 45 10-6-99 1,100 200 � , <br />' 1310 65 10-6'99 1 1 <1 <0 05 0 011 0 042 0021 0.096 <br /> B10 80 10-7-99 1 64 1 8 <0 05 0 045 020 0 097 050 <br />' <br /> 1310 90 10-7-99 17 40 <0 05 0.081 035 020 10 <br /> I <br /> B11 45 10-7-99 85 29 <0 1 0.39 22 1.4 76 <br />' • B Ll 60 10-7-99 31 14 <0 05 012 0 024 0.074 015 <br /> B l l 70 10-7-99 76 23 <005 0.41 0 099 020 046 <br />' 1311 90 10-7-99 <1 <1 <0 05 0 009 0 019 0 012 0 052 <br /> 1311 95 10-7-99 <1 <1 <0 05 <0 005 <0 005 <0 005 <0 005 <br />' B12 45 10-8-99 28 �l ' <0 05 0 068 0 026 0.13 019 <br /> l W 4 <br /> B 12 55 10-8-99 <1 <1 <0 05 002 0 005 0 060 0 036 <br />' B12 80 10-8-99 <1 <0 05 <0 005 <0 005 <0 005 <0 005 <br /> B13 30 10-8-99 <1 <1 <005 ' <0 005 <0 005 <0 005 <0 005 <br /> 1, <br /> B13 140 110-8-99 <1 <1 <0 05 <0 005 <0 005 <0 005 <0 005 <br /> B14 35 ' 10-19-99 <1 <1 <0 05 <0 005 <0 005 <0 005 <0 005 - <br /> S 1 <br /> B14 50 10-19-99 12 2.2 <0 2 1 1 064 034 1.4 <br /> B14 55 10-19-99 <1 <1 <0 05 0.063 �<0 005 0 014 0 018 <br />' B15 50 10-19-99 y 39 <1 009 071 022 017 057 <br /> B15 65 10-19-99 <1 <1 I <0 05 0 054 1 0005, 0 012 029 <br />' B15 f 75 10-19-99 <1 �1 <0 05 <0 005; <0 005 <0 005 <0 005 t <br /> r <br /> I ' <br /> 1 Advanced GeoEnviron mental,Inc <br />