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TABLE 1 -CHECKLIST OF REQUIREd'cIATA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: 7-Eleven Store#14117,2725 Country Club Boulevard,Stockton,San Joaquin County <br /> Y 1. Distance to production wells for municipal, domestic, welve domestic water wells were identified within 2,000 ft.of the <br /> agriculture, industry and other uses within 2000 feet of the siteite. The closest well is located approx.400 ft.northwest and up- <br /> T'- gradient.None of the wells are at risk from impacts from the Site. <br /> Y 2. Site maps, to scale, of area impacted showing locations of former In July 1998, three 10,000-gallon USTs were removed <br /> and existing tank systems, excavation contours and sample locations, from the subject Site. Two new 10,000-gallon gasoline <br /> USTs were installed in the same location.Site maps and <br /> borings and monitoring wells elevation contours, gradients, and nearby figures showing tank locations,area of excavations, <br /> surface waters, buildings, streets, and subsurface utilities; buildings and residual pollutants were provided in <br /> investigation reports. The replacement tanks and all <br /> associated piping and dispensers were removed in 2013. <br /> Y 3. Figures depicting lithology(cross Cross sections figures are available in various reports.Site lithology consists of clay <br /> Section), treatment System diagrams; and silt from grade to approximately 15 ft.bgs.From 15 ft.bgs to total depth of 110 feet <br /> bgs of investigation,the lithology consists primarily of alternating layers of fine-grained <br /> sand,silt and clayey silt. <br /> Y 4. Stockpiled soil remaining on-site or Soil from excavation and site activities was transported to TPS Technologies sites in <br /> off-site disposal(quantity); Ade/anto and Richmond, CA. <br /> Y 5. Monitoring wells remaining on-site, fate; All monitoring wells will be properly destroyed once Site closure is determined <br /> Y 6. Tabulated results of all groundwater Depth to groundwater has varied from 5'bgs to 11'bgs.Groundwater flow direction is <br /> elevations and depths to water, <br /> to the southeast. <br /> Y 7. Tabulated results of all sampling and analyses: All data is adequately tabu/arized in various reports. <br /> ❑Y Detection limits for confirmation sampling <br /> FY]Lead analyses <br /> Y 8. Concentration contours of contaminants found and those remaining in soil The remaining impacted groundwater pollution <br /> and groundwater, and both n-site and off-site: extends to 45 ft.bgs. The horizontal extent is <br /> FY]Lateral and LYJ Vertical extent of soil contamination approximately 75 ft. <br /> EY Lateral and Fy-1Vertical.extent of groundwater contamination <br /> 9. Zone of influence calculated and assumptions used for subsurface oxygen injection wells were designed to reduce <br /> 7-1remediation system and the zone of capture attained for the soil and evaluated concentrations of petroleum <br /> hydrocarbonsgroundwater remediation system; hydrocarbons detected in the area directly around <br /> the former tank pit and had approx.25 ft.of radial <br /> influence. <br /> Y 10.Reports/information MY Unauthorized Release Form FY QMRs <br /> YM Well and boring logs HN PAR ❑Y FRP MY Other <br /> Y 11.Best Available Technology(BAT)used or an UST replacement soil excavation,and oxygen injection were implanted as BAT. <br /> explanation for not using BAT <br /> Y 12.Reasons why background warms unattainable The impacted groundwater plume appeared to be decreasing naturally in size and <br /> using - concentration during rebound monitoring performed from 2009 intermittently until <br /> g LAT' 2013. <br /> Y 13.Mass balance Calculation of substance Approx.75 gallons of petroleum hydrocarbons were present in the soil prior to <br /> remediation. <br /> treated versus that remaining; <br /> 14.Assumptions,parameters, calculations and model used The remaining soil vapor and groundwater concentrations meet LTCP <br /> Y in risk assessments, and fate and transport modeling; standards and can therefore be assumed to not pose a significant risk <br /> to human or environmental health through indoor or outdoor vapor <br /> exposure,or through direct contact. <br /> 15.Rationale why conditions remaining at site will not Site is expected to meet background conditions in 20 years.Soil and <br /> Y 15.Ratio impact l water quality, a other beneficial groundwater impacts are reportedly limited in extent and show a stable <br /> Yq Y and decreasing trend and does not pose a threat to human health or <br /> uses;and the environment according to Stantec Consulting Services,Inc. <br /> N 16.WET or TCLP results n/a <br /> Comments: The Site is currently in use as a convenience store and there are no plans in the foreseeable future for the <br /> By:CLC land use to change from commercial to residential.In July 1998,three 10,000-gallon USTs were removed from the subject <br /> Site and replaced. The replacement tanks and all associated piping and dispensers were removed in 2013. Oxygen injection <br /> into the ground water was performed from 2009 intermittently until 2013. Current Site conditions meet the criteria of the <br /> Date: State Water Board's Low Threat Closure Policy for commercial land use and therefore should not pose a threat to human <br /> 7/29/2014 health or the environment. <br />