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James Munch <br /> Page 2 <br /> documentation to support this statement. The first reference to this amount of soil was <br /> made in a work plan dated August 6, 1993 prepared by PEG and they were not the <br /> consultant at the time of the excavation activities. There is a substantial difference <br /> between 350 and 1100 cubic yards of soil being removed. <br /> UNOCAL has also stated that the vapor extraction system was shut down because the <br /> level of contaminants being removed had become asymptotic. As with most vapor <br /> extraction systems, the influent levels were higher when the system was started. The <br /> levels then evened out as shown by the fact that the influent level in February 1996 for <br /> TPH was 3800 ug/L and the influent level in November 1996 for TPH was 3000 ug/L. <br /> The vapor extraction equipment had problems during the period of operation and in <br /> October and November 1996 vapor samples indicated the system was not meeting the <br /> San Joaquin Valley Unified Air Pollution Control District permit requirements. The <br /> system was therefore shut down (documented in PEG letter dated December 20, 1996 <br /> enclosed). Vapor extraction appears to be a viable active remediation alternative for <br /> this site. <br /> The vertical extent of soil and groundwater contamination at this site has not been <br /> defined and, therefore. the lateral extent of contamination has not been defined. When <br /> monitoring well MW2 was installed, there were readings on the organic vapor analyzer <br /> meter to 50 feet bgs. When vapor extraction well VW2 was drilled, it was noted by <br /> PHSIEHD staff that there were high levels of TPH at 51 feet bgs. in 1992, groundwater <br /> level was about 54 feet bgs and TPH levels in monitoring well MW6 were 53,000 ug/L. <br /> Thus, we know that contamination exists more than 54 feet bgs. <br /> This site was originally leased in 1947 and was remodeled in 1967. San Joaquin <br /> County Flood Control maps indicate that depth to groundwater was 65-70 feet bgs in <br /> 1978. To define the vertical extent of contamination, a continuous core boring should be <br /> drilled near MW2 with collection of soil and groundwater samples to a depth of at least <br /> 70 feet bgs and further contamination is not found. When the contamination has been <br /> defined vertically, a decision can be made regarding whether it has been defined <br /> laterally. Soil sampling at the shallower depths will also indicate whether the vapor <br /> extraction successfully removed the contamination from the piping leak or if it still exists. <br /> UNOCAL has stated that the contamination will remediate by natural attenuation. Data <br /> to support that statement should also be submitted. We know that <br /> contamination exists below the current groundwater level which slows remediation. <br /> Installation of a air sparge or biosparge well to increase its effectiveness should be <br /> considered. <br /> As discussed at the December 1997 meeting, our agency cannot prevent the City of <br /> Stockton or other water purveyors from placing future wells in this area. UNOCAL must <br /> demonstrate that the groundwater contamination will be remediated before there is a <br /> need to use the groundwater in this area. <br />