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• Section 3,Cone Penetrometer Testing(CPT)Investigation and Well Installation <br /> • Section 4,Quality Assurance Project Plan <br /> a Section 5,Reporting and Scheduling <br /> • Section 6,References <br /> SECTION 2 <br /> Site Setting and Background <br /> This section summarizes the site setting and background for the Disco site. This summary is not intended <br /> to provide a definitive description of what is known about this site,but is included to provide the reader <br /> with a brief synopsis of the site as it is currently understood by Del Monte,CH2M HILL,PHS/EHD, and <br /> the RWQCB. <br /> ` 2.1 Site Setting <br /> The Disco site is located near the intersection of Myrtle Street and Filbert Street in Stockton,California <br /> (Figure 1).The site is a former underground storage tank(UST)site that consisted of three 10,000 gallon <br /> gasoline tanks that were removed in 1985. Currently the site is vacant,unpaved,and fenced. Access to the <br /> site is limited to Del Monte employees. <br /> i 2.2 Site Background <br /> The Disco site is currently owned by Del Monte.Parmaceast owned the site from mid-1960s to 1976,and <br /> operated the USTs that were associated with a former gasoline station. Del Monte purchased the property <br /> from Parmaceast in 1976,and never operated or used the USTs. <br /> In October 1985,Del Monte removed the USTs under the supervision of PHS/EHD.The tanks were filled <br /> with water at the time of removal. Soil beneath the tanks contained gasoline constituents. The soil was <br /> excavated and aerated on site to reduce the levels of volatile hydrocarbons below 1,000 mg/kg and was <br /> backfilled into the excavation (Exceltech, 1985). <br /> In 1991,under the direction of the PHS/EHD,Del Monte conducted soil and groundwater investigation <br /> in the vicinity of the Disco site that included a soil-gas survey,seven soil borings and eight monitoring <br /> wells. The results indicated gasoline constituents in soil at depths between 55 and 75 feet below ground <br /> surface (bgs),and in groundwater. <br /> The site is underlain by alluvial sediments.The soil types include clay,silt,sand,and gravel.The <br /> predominant soil types are interbedded sandy clay and silty sand. The depth to groundwater is currently <br /> approximately 47 feet bgs. <br /> Since 1991,groundwater levels have risen approximately 30 feet(from 77 ft bgs to 47 ft bgs),and the <br /> direction of groundwater flow has changed directions by almost 180 degrees. Between 1991 and July 1994, <br /> the groundwater flow direction was predominantly towards the northwest with an average groundwater <br /> flow direction and magnitude of 312°and 0.0006 ft/ft.From October 1995, through today,the <br /> groundwater flow direction has been consistently towards the southeast,at an average direction and <br /> magnitude of 143°and 0.001 ft/ft. <br /> CATEMPMORKPLAN_DCA_LDOC 3 <br />