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`ft� S"aw, <br /> TABLE 1 -CHECKLIST OF REQUIRED DATA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Valley Motors, 800 E. Main St., Stockton, San Joaquin County(RB#390546) <br /> Y 1. Distance to production wells for municipal, domestic, A 2012 sensitive receptor survey reported 4 water supply <br /> agriculture, industry and other uses within 2000 feet of wells located within 2,000'of the Site. The nearest wells <br /> the site. are 900'to the west and 1,300'to the west. None of the <br /> wells are threatened by the release. <br /> Y 2.Site maps, to scale, of area impacted showing locations In 10/90, two 5,000-gallon gasoline USTs were removed. <br /> of any former and existing tank systems, excavation Site maps and figures showing tank locations, <br /> contours and sample locations, boring and monitoring excavations,building and residual pollutants were <br /> well elevation contours, gradients,and nearby surface provided in investigation reports. <br /> waters, buildings,streets, and subsurface utilities; <br /> Y 3. Figures depicting lithology(crossSite lithology consists of clay,silt,and sand to 73, the total depth investigated. <br /> section), treatment system diagrams; Due to low concentrations in groundwater,a treatment system was not required <br /> Dy the regulatory agency. <br /> Y 4. Stockpiled soil remaining on-site The fate of excavated soil were not reported. Mass estimates for excavated soil <br /> or off-site disposal uanti were not reported by the consultant. <br /> 45.Monitoring wells remaining on-site, Ten(10)monitoring wells(SW-1 and VM-1 through VM-9)and one remediation <br /> e; well(VT--1)will be properly destroyed prior to closure. <br /> YJ 6. Tabulated results of all groundwater Tabulated data was provided in reports indicating depth to groundwater from <br /> elevations and depths to water; 28'bgs to 44'bgs. Groundwater flow direction towards the east. Groundwater <br /> gradient varied from 0.0005 ft/ft to 0.001 ft/ft. <br /> 7. Tabulated results of all sampling All data adequately tabularized in various reports. <br /> and analyses: <br /> Y❑ Detection limits for <br /> confirmation sampling <br /> Lead analyses <br /> QY <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 /> FALateral and �Vertical extent of soil contamination <br /> FYI Lateral and FY Vertical extent of groundwater contamination <br /> 9.Zone of influence calculated and assumptions used for subsurface A treatment system was not constructed due <br /> remediation system and the zone of capture attained for the soil and to declining concentrations. <br /> groundwater remediation system; <br /> 10.Reports/information QY Unauthorized Release Form ❑Y QMRs(45) 7-96 to 12-13 <br /> ❑Y Well and boring logs 151 PAR I Y1 FRP ❑N Other <br /> YJ 11.Best Available Technology(BAT)used or Leak was stopped by removing tank and piping. SVE pilot study <br /> an explanation for not using BAT; removed-70 gallons, followed by natural degradation due to low <br /> concentrations in groundwater. <br /> Unable <br /> Reasons why background was/is not Soil pollution presents a minimal threat to human health and <br /> UUnable usin BAT; -groundwater pollution is predicted to be restored in 10 years. <br /> Y__1 13.Mass balance calculation of substance Initial mass estimates were not provided. SVE pilot study removed 427 <br /> treated versus that remaining; lbs. (70 gal.).Estimated residual TPH mass is 0 Ib. (<O.17 gal.)in <br /> groundwater. <br /> Y 14. Assumptions, parameters, calculations Site meets the criteria in the LTCP for commercial and residential use. <br /> 7 <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. WQOs 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 of petroleum pollution under the <br /> 1/27/2014 State Water Resources Control Board Low Threat Closure Policy. Remaining solvent impacts will be <br /> addressed by Site Cleanup Program. <br />