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1 <br /> TABLE 1 -CHECKLIST OF REQUIRED DATA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Blue Star, 4040 E. Main St., Stockton, San Joaquin County(RB#391140) <br /> 7Y 1. Distance to production wells for municipal, domestic, A 2012 sensitive receptor survey reported 15 water supply <br /> agriculture, industry and other uses within 2000 feet of wells located within 2,000'of the Site. The nearest wells <br /> are 600'to the northeast and 600'to the southeast. None <br /> the site. of the wells are threatened by the release. <br /> Y 2. Site maps, to scale, of area impacted showing locations In 3/02, one 6,000-gallon and one 12,000-gallon gasoline, <br /> of any former and existing tank systems, excavation and one 4,000-gallon diesel USTs were removed. Site <br /> contours and sample locations, boring and monitoring maps and figures showing tank locations, excavations, <br /> well elevation contours,gradients, and nearby surface building and residual pollutants were provided in <br /> waters, buildings, streets, and subsurface utilities; investigation reports. <br /> Y 3. Figures depicting lithology(cross Site lithology consists of clay, silt, and sand to 77', the total depth investigated. <br /> section), treatment system diagrams; Due to low concentrations in groundwater, a treatment system was not required <br /> by the regulatory agency. <br /> Approximately 200 tons of excavated soil was removed, tested, and approved <br /> 7Y 4. Stockpiled soil remaining on-site for reuse onsite as backfill. Mass estimate for excavated soil was not reported <br /> or off-site disposal(quantity); by the consultant. <br /> 5. Monitoring wells remaining on-site, Five(5)monitoring wells(MW-1 through MW-5) were properly destroyed prior to <br /> closure. <br /> P <br /> 6. Tabulated results of all groundwater =50'bgs <br /> ta was provided in reports indicating depth to groundwater from <br /> elevations and depths to water; bgs. Groundwater flow direction from southeast to northeast. <br /> gradient varied from 0.0003 ft/ft to 0.0005 ft/ft. <br /> 7. Tabulated results of all sampling All data adequately tabularized in various reports. <br /> and analyses: <br /> F Detection limits for <br /> confirmation sampling <br /> ❑Y Lead analyses <br /> 8. Concentration contours of contaminants found and those remaining in The horizontal and vertical extent of the <br /> soil and groundwater, and both on-site and off-site: petroleum pollution is confined to the <br /> property limits. <br /> ElLateral and ElVertical extent of soil contamination <br /> ElLateral and Vertical extent of groundwater contamination <br /> 9. Zone of influence calculated and assumptions used for subsurface A treatment system was not constructed. <br /> remediation system and the zone of capture attained for the soil and <br /> groundwater remediation system; <br /> 10.Reports/information DY Unauthorized Release Form DY QMRs(13) 5-05 to 5-13 <br /> Well and boring logs PAR n FRP Other Soil Gas and Human Health Risk Assessment <br /> Report, 7-13 <br /> Y 11.Best Available Technology(BAT) used or Leak was stopped by removing tank and piping. BAT was natural <br /> attenuation due to low concentrations in groundwater. <br /> an explanation for not usingBAT; <br /> �, 12. Reasons why background was/is not Soil pollution presents a minimal threat to human health and <br /> finable using BAT; qroundwater pollution is predicted to be restored in 10 years. <br /> Y 1 13.Mass balance calculation of substance Initial mass estimates were not provided. Estimated residual TPH mass <br /> treated versus that remaining; is <1 lb. (<O.17 gal.)in groundwater. <br /> Y14. Assumptions, parameters, calculations Site meets the criteria in the LTCP for commercial and residential use. <br /> and model used in risk assessments, and fate Consultant states site does not represent a significant environmental or <br /> and transport modeling; health risk. <br /> Y 15. Rationale why conditions remaining at Soil and groundwater pollution is reportedly confined to the property <br /> site will not adversely impact water quality, limits. Land use(commercial)is not expected to change in the <br /> health, or other beneficial uses;and foreseeable future. WQGs will be reached by 2023. Groundwater plume <br /> is stable and slowly decreasing in concentration. <br /> By: JLB Comments:Multiple USTs were removed at the subject site. Based on the stable and declining <br /> concentrations in groundwater, no foreseeable changes in future land use(commercial), and no risks from <br /> Date: groundwater, soil vapor, and soil, Regional Board staff recommend closure under the State Water Resources <br /> 12/18/2013 Control Board Low Threat Closure Policy. <br />