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;�� 'S '�LaS. :� .� S 8: 7� �r � 3 �' fir•--•^ ;3 �3' •R <br /> � 9 <br /> tiYT <br /> The laboratory results for toluene, ethylbenzene, and xylenes <br /> were below State Maximum Contamination Levels (MCL's) in all <br /> _ wells tested. <br /> Free product (gasoline) was found in MW3 at thicknesses of 0.7 - <br /> 1.7 feet. The highest levels of dissolved hydrocarbon constitu- <br /> ents detected in the groundwater were found in wells MW6, MW7, <br /> and MW1. Benzene war. detected in all wells, except MWS, at <br /> levels above State MCL. <br /> Groundwater has been impacted beneath bath former tank pits and <br /> dissolved hydrocarbons appear to be spreading laterally in a <br /> westerly to southwesterly direction as indicated by the dissolved <br /> Pit A. and MW6 <br /> hydrocarbon concentrations in MW2, west of Tank <br /> and MW7 north and saest of Tank Pit B. <br /> Using the groundwater monitoring data (Table 4) a gradient map <br /> was created using a kriging program (Figure 5). During several <br /> monitoring episodes the groundwater gradient near the former tank <br /> pit A changed direction. The gradient during the first monitoring <br /> episode was in a northwesterly direction at 0.0013 ft/ft, but in <br /> subsequent monitoring the gradient shifted to the northeast at <br /> 0.0036 ft/ft. This gradient change may be due to tidal influence <br /> or local groundwater withdrawal or recharge effects. <br /> The gradient near the former tank pit B has been consistent with <br /> groundwater flow in a northeasterly direction at 0.0158 ft/ft. <br /> The steeper gradient for tank pit B area is most likely due to <br /> the effects of free product in well MW3. The divergence between <br /> n distribution <br /> gradient <br /> directions and the dissolved <br /> atternsuggests the g gradient periodically shifts from northeast <br /> to southwest. <br /> Because of the potential for tidal/river influence on gradients <br /> at this site event in the <br /> ordertidal <br /> to correlate groundwaterrecorded <br /> level fluctuations <br /> monitor- <br /> ing <br /> with surface water charges. <br /> 5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> r. Further delineation of the lateral extentof $ recommended d anrowater <br /> contamination at the site is necessary. <br /> it that <br /> an additional round of groundwater monitoring and sampling be <br /> conducted to verify the initial results and to guide the place- <br /> ment of additional exploratory borings/wells. A phase II inves- <br /> tigation should be undertaken after reviewing the sampling/moni- <br /> toring data. <br /> Additionally, bailing of free product form well MW3 should be <br /> initiated. The amount of product removed and the recovery rate <br /> should be recorded after each bailing. <br /> 5 <br />