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TABLE 1 - CHECKLIST OF REQUIRED TA <br /> ; FOR NO FURTHER ACTION:REQUESTS AT UNDERGROUND TANK SITES: <br /> li <br /> Site Name and Location: Lagorio Ace Tomato, 5458 Section Road, Stockton, San Joaquin County <br /> ETI 1. Distance to production wells for municipal, domestic, agriculture, Multiple agricultural and domestic wells exist within <br /> industry and other uses within 2000 feet of the site; 200 feet of the site. The nearest well is approximately <br /> ,! 90 feet southwest of the former UST area. <br /> II Three 1,000 to 8,000-gallon <br /> 2. Site maps, to scale, of area impacted showing locations of former and existing tank systems, gasoline and diesel USTs <br /> excavation contours and sample locations, boring and monitoring well elevation contours, were removed in 12198. <br /> gradients, and nearby surface waters, buildings, streets, and subsurface utilities; <br /> 3. Figures depicting lithology(cross section), treatment system diagrams; Site lithology consists of silt and silty sand to <br /> ' 70 feet, the total depth investigated. <br /> i Ninety cubic yards of impacted soil were excavated from the UST tank <br /> 4. Stockpiled soil disposed off-site (quantity); pit and disposed at Forward Landfill in February 1999. <br /> 5. Remedial wells remaining on-site, fate; One soil vapor extraction well remains on-site. The well will be properly <br /> g destroyed pending site closure. <br /> 6. Tabulated results of all groundwater elevations and depths to water, Groundwater was encountered at 70 feet and one <br /> groundwater grab sample was collected. <br /> i , <br /> 0Y . i <br /> 7. Tabull ated results of all sampling and analyses: Following overexcavafion activities in February 1999, the maximum <br /> FY i soil concentrations show MtBE at 14 mg/kg,and diesel at'62 mg/kg. <br /> DetEction limits for confirmation sampling TPHg and BTEX constituents were non-detect. TPHmo was the only <br /> Lead analyses constituent identified in groundwater at 70 feet, and MtBE was non- <br /> detect at<1.0 ug/l. No indication of lead analysis. <br />{ Soil contamination is defined b the five <br /> FD8. Concentration contours of contaminants found and those remaining in soil y <br /> and groundwater, both on-site and off-site: on-site soil borings. Only TPHmo was <br /> Latera!and 9 Vertical extent of soil contamination identified in the one groundwater grab <br /> ❑ Latera!andElVortical extent of groundwater contamination sample. Further delineation was not <br /> required. <br /> 9.Zone'of influence calculated and assumptions"used for subsurface An 8-hour SVE pilot test was completed in <br /> Y remediation system and the zone of capture attained for the soil and March 2002. Low concentrations of TPHg, <br /> ,a groundwater remediation system; xylenes, and MWE were identified in soil <br /> vapor samples. A ROi was not determined. <br /> 0 10.Repots/information 171 Unauthorized Release Form QMRs <br /> Boring logs 0 PAR FRP Y❑ (Closure Summary Report, 9102) <br /> 11.Best Available Technology(BAT)used or an explanation for not using BAT. Remove USTs and impacted sail, natural <br /> attenuation. <br /> - - contamination remains-on-site at;the.former USTarea.,-.The.romaining <br /> 12.Reasons why background was/is <br /> unattainable using BAT; contamination doss notpresent a significant threat to groundwatel-r—,. <br /> i IP <br /> 13.Mass balance calculation of substance The consultant estimates that 1.25 pounds(0.2 gallons)of MtBE remains in <br /> treated versus that remaining, site soils. <br /> ;F <br /> 14.Assumptions,parameters, calculations and model used in risk A risk assessment was not required. <br /> assessments, and fate and transport modeling; <br /> E]Y 15. Rationale why conditions remaining at site will not adversely Impacted soil was identified to 40 feet; and groundwater <br /> impact water quality, health, or other beneficial uses,and was not encountered until 70 feet. Soil contamination <br /> ii will continue to degrade. <br /> By: Comments: Three USTs(one 8,000-gallon gasoline; one 8,000-gallon diesel, and one 1,000-gallon unknown contents) <br /> MH were removed from the site in December..1998. Tank pit soil samples confirmed contamination, and four soil borings were <br /> completed. MtBE was identified in soil to,40 feet. One groundwater grab sample was collected at 70 feet, and only <br /> Date: TPHmo was identified in groundwater. A SVE feasibility study was completed in March 2002, and low concentrations of <br /> TPHg,xylenes, and MtBE were identified in soil vapor samples. Due to the low concentration of contaminants in soil <br /> 1 I/19/02 vapor samples and the low estimate of MtBE in soil, the consultant concluded that SVE was pot a viable remedial option. <br /> During installation of the SVE well, two soil samples were collected at 18 and 32 feet, and analyzed for MtBE using STLC <br /> methods. MtBE was defected in these samples at 2.0 to 2.3 ugli, respectively. These leachate concentrations are below <br /> water quality objectives. Based on the limited extent of soil contamination and the lack of groundwater impact, Board staff <br /> concur with San Joaquin County's Closure Recommendation. <br /> 1 I.i <br />