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r1 ! <br />• <br /> CONTAMINATED GROUNDWATER REMOVAL <br /> On July 7, 1999 approximately 7,000 gallons of contaminated groundwater was pumped from the <br /> excavation pit by D A Parrish and Sons Pumping Service The water was transported to the <br /> Stockton Wastewater Disposal Facility for disposal under City of Stockton permit Copies of the <br /> manifests are included in Attachment C <br /> CONTAMINATED SOIL DISPOSAL <br /> On April 15, 1999 a total of 144 cubic yards of soil generated during the UST removal were <br /> trucked to Forward Landfill for disposal 216 cubic yards of contaminated soil generated during <br /> the initial phase of excavation were trucked to Forward on June 23, 1999 54 cubic yards 1 <br /> generated during the final phase of excavation were trucked to Forward on July 7, 1999 Copies <br /> of the non-hazardous waste manifests are included in Attachment C <br /> MI <br /> CONCLUSIONS o1c- <br />. • The lateral and vertical extent of soil contamination has been defined and the contaminated soil <br /> removed Approximately 270 cubic yards of contaminated soil was removed from the former UST _ �1 <br /> system location during the two phases of excavation An additional 144 cubic yards of <br /> contaminated tank pit backfill had been removed prior to this work This corrective action appears <br /> to have been successful in eliminating the threat to groundwater the material posed As indicated <br /> by the analytical results of the excavation soil samples, and the soil samples previously collected <br /> from borings, no contaminated soil of significance remains at the site A cross section depicting the <br /> original extent of soil contamination is shown on Figure 4 <br /> • Groundwater contamination has been identified TPHd and MTBE in the groundwater within <br /> the excavation pit were at elevated levels This confirms the results of the water sample <br /> previously collected from soil boring S134 However, results of groundwater sampling from <br /> boring SB3, northeast of the excavation, had non-detectable levels of target analytes <br /> Groundwater flow is expected to be northeasterly_in the site vicinity Impacted groundwater _ <br /> may be localized in the immediate vicinity of the former USTs <br /> • Concentrations of MTBE contained in the water samples collected from the excavation were <br /> elevated, however, the levels detected in the soil samples are several orders of magnitude less <br /> than those in groundwater It appears that the source for groundwater contamination by <br /> MTBE was localized between the former UST location and the former western dispenser <br /> island and has been removed <br /> Woolsey/repotts/sodxsum doe <br /> 5 <br />