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NR <br /> TABLE 2 <br /> Laboratory Analysis - Groundwater <br /> Smith Canal Pump Plant <br /> Page 1 of 3 <br /> (in ppb) <br /> Date Sample ID B T E X TPHd TC' FC' <br /> 10/24/89 MW1 ND ND ND ND ND 17.0 170.0 <br /> to MW2 ND ND ND ND ND 26.0 >1600.0 <br /> f <br /> is 10/26/89 MW3 ND ND 3.2 ND 220.0 80.0 900.0 <br /> MW4 ND 15.0 13.0 80.0 32000.0 2.2 >1600.0 <br /> f:a Detection Limit 0.3 0.3 0.3 0.3 30.0 - - <br /> 03/18/92 MW1 ND ND ND ND ND <2 <2 <br /> b-. MW2 ND ND ND ND ND <2 <2 <br /> MW3 ND ND ND ND ND <2 <2 <br /> IW ND ND ND ND ND 41 <2 <br /> Detection Limit 0.5 0.5 0.5 0.5 100 - - <br /> 06/23/92 MW1 ND ND ND ND ND NA NA <br /> MW2 ND ND ND ND ND NA NA <br /> MW3 ND ND ND ND ND NA NA <br /> X=` Detection Limit 0.5 0.5 0.5 0.5 50 - - <br /> f--� 09/14/92 MW1 ND ND ND ND ND NA NA <br /> MW2 ND ND ND ND ND NA NA <br /> MW3 ND ND ND ND ND NA NA <br /> J; Detection Limit 0.5 0.5 0.5 0.5 50 <br /> 12/09/92 MW1 ND ND ND ND ND NA NA <br /> MW2 ND ND ND ND ND NA NA <br /> MW3 ND ND ND ND 66 NA NA <br /> Detection Limit 0.5 0.5 0.5 0.5 50 - - <br /> r <br /> 4 <br /> TABLESITABLES � <br /> I <br /> f <br />