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a <br /> O � <br /> Tank 2 had holes in it and soil contamination was evident at the time of removal <br /> Groundwater occurred roughly 8 to 10 feet below the surface Approximately 190 cubic�'� <br /> yards of contaminated soil was excavated, and 3,225 gallons of groundwater with a thin <br /> layer of floating product was pumped from the excavation Analytical testing showed <br /> that total Petroleum Hydrocarbons as Gasoline (TPHG) was detected in soil and <br /> groundwater samples, and total Petroleum Hydrocarbons as Diesel was not detected in <br /> any sample Wright recommended and City initiated interim remediation since roadway <br /> curb and sidewalk was being realigned directly over where tanks were removed and gross <br /> obvious contamination would be unaccessable once roadway realignment was completed <br /> Following the soil excavation, the roadway, curbs and sidewalk were realigned due to <br /> construction of a right hand turn lane from eastbound Grantline Road to southbound <br /> Holly <br /> During the removal of T-1 through T-5, the former property owner informed Wright that <br /> the City acquired the property for realignment of Grantline Road and tanks T-1 through <br /> T-5 were not known to have been present Also the property owner reported two <br /> additional tanks had been removed at an earlier date from his property at the east side of <br /> the building (What is now Tracy Auto Stereo) <br /> Field Methods <br /> Exploratory Borings <br /> Six exploratory borings were drilled at the site (Figures 1, 2 and 3) The borings were <br /> positioned to ascertain distribution of the contaminants in soil and groundwater under the <br /> site given the constraints of the site, numerous underground utilities including a large <br /> Chevron Oil pipeline and relocated curbs and roadways Drilling permits were secured <br /> from the PHS-EHD, and all utilities were cleared prior to doing the fieldwork The <br /> borings were used to define the uppermost aquifer strata, and borings were advanced to <br /> the contact and into the underlying lower confining strata (where boreholes were <br /> terminated) in soil excavation area Flowing conditions were encountered in some <br /> boreholes causing some soil samples to be lost Drilling continued until the driller called <br /> sampler rod refusal to advance A PHS-EHD representative observed portions of the <br /> work <br /> The boreholes were drilled with truck mounted hollowstem auger and/or direct push <br /> drilling equipment All drilling equipment and sampling tools were cleaned prior to <br /> arriving, and before leaving the site The augers were advanced to the desired sampling <br /> depth interval, and a drive split spoon sampler were driven ahead of the drill bit The <br /> sampler was then retrieved and dissembled, and the soil filled brass or acetate liners, if <br /> retained for chemical analysis, were sealed with Teflon®paper and plastic endcaps, <br /> labeled, logged onto chain-of-custody forms and place in a chilled ice chest on crushed <br /> ice <br /> Page 2 <br />