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would begin to rise and probably peals between June and September This prediction held true, as <br /> the TPH-g concentration rose by 48% and the total BTEX concentration rose by 16% <br /> We also reported in the Second Quarter 2002 Report that concentrations in VM-1 are on a <br /> downward trend, and this remained true during the third quarter The TPH-g concentration <br /> declined 21%, and the total BTEX concentration fell by 50% (Table 2 and Figure 5) <br /> In contrast to VM-I and VM-2, concentrations in VM-3 and VM-4 are rather stable Except for <br /> four quarters between. late 2000 and late 2001, TPH-g concentrations in VM-3 have hovered <br /> between 112 and 180 ppb Benzene and ethylbenzene concentrations have been consistently low, <br /> and have been below the detection limit for more than a year Toluene and xylene concentrations <br /> have generally declined during the last few years, and have remained near 1 ppb for several <br /> quarters Concentrations of all analytes have been slightly higher and more variable in VM-4 <br /> Because many samples have been analyzed in the past for gasoline oxygenates and the data <br /> clearly indicate that oxygenates are not a significant component of the contaminant plume, no <br /> samples were analyzed for these compounds <br /> 5.0 CONCLUSIONS <br /> Groundwater continued to flow to the east-northeast during the quarter This has been the <br /> predominant flow direction throughout the investigation of the site <br /> Contaminant concentrations have been rather stable since the first quarter of 2002 Historical <br /> trends now clearly indicate that contaminant concentrations increase during the third quarter and <br /> reach their annual peak This peak shows no relationship to the static water level, which has <br /> varied from 31 to 35 feet during the third quarter, and is within the same range as in other <br /> quarters Overall, concentrations are increasing in VM-2 and decreasing in VM-1, indicating that <br /> the core of the contaminant plume is migrating east-northeast in the predominant direction of <br /> groundwater flow <br /> Y <br /> • 4 <br />