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e <br /> TABW 1 - CHECKLIST OF REQUIRED( TA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Bogetti Orchard Service,2393 East Highway 132,Vernalis,San Joaquin County <br /> 1. Distance to production wells for municipal, domestic, agriculture, Three domestic wells are located within 2500 feet(one <br /> industry and other uses within 2000 feet of the site; is onsite and 150 feet) of the site. <br /> 'Y� . Site maps, to scale, of area impacted showing locations of former and existing tank One 5,000-gallon and one <br /> 2 <br /> systems, excavation contours and sample locations, boring and monitoring well elevation 10,000-gallon gasoline, and one <br /> contours, gradients, and nearby surface waters, buildings, streets, and subsurface utilities; 5,000-gallon diesel USTs were <br /> removed in 2/99. <br /> 0 3. Figures depicting lithology(cross section), treatment system diagrams; Site lithology consists of clay, silt, and sand. <br /> The total depth investigated was 45 feet. <br /> 0 4. Stockpiled soil disposed off-site(quantity); Amount of soil excavated and fate of stockpile soil was not documented. <br /> 0 5. Monitoring wells remaining on-site, fate; Five monitoring wells(MW-1 to MW-5)were installed for this investigation. <br /> The five wells will be properly abandoned. <br /> Y <br /> 6.yTabulated-results of.all groundwater elevations and depths to waterThe depth to water varied from 9 to 13 feet. The, groundwaterflow-direction is-towards-the------ x — <br /> northeast <br /> Y 7. Tabulated results of all sampling and analyses.- In 2/99,soil analyses reported TPHg(4 mg/kg),benzene(0.007 mg/kg) <br /> and MtBE(0.32 mg/kg). In 7/02,additional soil analyses reported <br /> 0 Detection limits for confirmation sampling TPHg(4 mg/kg), TPHd(4 mg/kg), benzene(0.012 mg/kg)and <br /> ©Lead analyses MtBE(2.7)mg/kg). Grab groundwater sample results in 2/99 were <br /> 37,000 Ng/L for TPHg and 3,200 fig/L for MtBE. In 4/03,groundwater <br /> results from monitoring wells were 0.56 pg/L(benzene)and 10 pg/L <br /> (MtBE). Grab groundwater sampling of the three domestic wells did <br /> not detect contaminants. <br /> FY 1 8. Concentration contours of contaminants found and those remaining in soil The extent of contamination is defined by <br /> and groundwater, both on-site and off-site: on-site soil borings and monitoring wells. <br /> Lateral and Vertical extent of soil contamination <br /> Lateral and Vertical extent of groundwater contamination <br /> 0Based on the limited extent of soil <br /> 9. Zone of influence calculated and assumptions used for subsurface <br /> remediation system and the zone of capture attained for the soil and contamination,an engineered remediation <br /> groundwater remediation system; system was not required at this site. <br /> Q 10.Reports/information Y❑ Unauthorized Release Form seven QMRs(2/00 to 4/03) <br /> fl Boring logs Y❑ PAR El FRP 0 Other <br /> 11.Best Available Technology(BAT) used or an explanation for not using BA T, Remove USTs,and natural attenuation. <br /> 0 12.Reasons why background was/is <br />. unattainable using SAT Decreasing concentrations have been attained at all monitoring wells. Minor <br /> - - ==! !W soil contamination remains-on-site. <br /> 13.Mass balance calculation of substance yv <br /> treated versus that remaining; The consultant estimated 0.44 pounds of MtBE remain in soil. Minimal <br /> contamination was detected in groundwater in 2003. <br /> 14.Assumptions,parameters, calculations and model used in risk <br /> assessments, and fate and transport modeling;and A risk assessment was not required. <br /> 0 15. Rationale why conditions remaining of site will not adversely Soil contamination is limited in extent,and based on <br /> impact water quality, health, or other beneficial uses. seven sampling events, contamination is not continuing <br /> to leach to groundwater. Groundwater monitoring <br /> shows a decreasing trend in concentrations. <br /> By: Comments: One 5,000-gallon and one 10,000-gallon gasoline, and one 5,000-gallon diesel USTs were removed from the <br /> JLB subject site in 2/99.. Multiple borings and five monitoring wells(MW-1 to MW-5) were completed in 2000 to 2003 to <br /> delineate and monitor contamination at this site. In 1999, maximum soil concentrations reported were TPHg(4 mg/kg), <br /> Date: benzene(0.007 mg/kg)and MtBE(0.32 mg/kg). In 2/02, additional soil analyses reported TPHg(4 mg/kg), TPHd <br /> (4 mg/kg), benzene(0.012 mg/kg)and MTBE(2.7)mg/kg), soil results were essentially unchanged. Grab groundwater <br /> 10/29/03 sample results in 2/99 were 37,000 pg/L for TPHg and 3,200 pg/L for MtBE. In 4/03 after 7 quarterly events,groundwater <br /> results from monitoring wells were 0.56 yg/L(benzene)and 10 pg/L (MTBE). Groundwater flow direction is to the <br /> northeast. Groundwater from three nearby domestic wells tested ND in 10/03. Based on the limited extent of soil <br /> contamination and decreasing contaminant concentrations in groundwater, Board staff concur with San Joaquin County's <br /> Closure Recommendation. <br />