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TABLE 1 - CHECKLIST OF REQUIREPDATA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SITES <br /> Site Name and Location: Buffalo Tank, 5709 E. Fremont St. (AKA Hwy. 26 E.), Stockton, San Joaquin County(Case#390791) <br /> y 1. Distance to production wells for municipal, domestic, agriculture, A 2005 sensitive receptor survey identified <br /> industry and other uses within 2000 feet of the site. three supply well within 2,000';one onsite <br /> 60'north of the USTs and two wells <br /> approximately 250'northwest and <br /> southwest of the Site. None of the wells are <br /> threatened b the release. <br /> Y Site maps, to scale, of area impacted showing locations of any former and existing tank One 1,000-gallon UST and <br /> systems, excavation contours and sample locations, boring and monitoring well elevation one 2,000-gallon gasoline <br /> contours, gradients, and nearby surface waters, buildings, streets, and subsurface utilities; UST were removed 11189. <br /> Y 3. Figures depicting lithology(cross section), treatment system diagrams; Site lithology consists of clay,silt, sand, and <br /> gravel to 85 feet, the total depth investigated. <br /> N 4. Stockpiled soil remaining on-site or off-site disposal(quantity). The fate of soil excavated during the tank removal is notdiscussed in the available reports. <br /> Y 5. Monitoring wells remaining on-site, fate; Three monitoring wells (MW1 through MW3) were properly destroyed on <br /> 10 November 2011. <br /> 6. Tabulated results of all groundwater Depth to groundwater varied from 57 to 73 feet below ground surface <br /> elevations and depths to water,- (bgs). The groundwater gradient varied from 0.001 to 0.006 ft/ft, and the <br /> downgradient direction was towards the northeast. <br /> 7. Tabulated results of all sampling and All data adequately tabularized in various reports, including closure <br /> analyses: report. <br /> Detection limits for confirmation sampling <br /> ❑Y Lead analyses <br /> 8. Concentration contours of contaminants found and those remaining in soil and The extent of contamination is <br /> groundwater, and both on-site and off-site. adequately defined by soil borings. <br /> Groundwater has reached WQGs. <br /> El Vertical extent of soil contamination <br /> El Lateral and <br /> © Lateral and © Vertical extent of groundwater contamination <br /> 9. Zone of influence calculated and assumptions used for subsurface remediation system Active remediation was not <br /> and the zone of capture attained for the soil and groundwater remediation system; required. <br /> 10.Reports/information FYI Unauthorized Release Form QY QMRs(6)4105 to 12/06 <br /> ❑Y Well and boring logs � PAR 0 FRP Other, Closure Summary Report(5-0)7 <br /> Y 11.Best Available Technology(BAT) used or an explanation for not using BAT; USTs removal and natural attenuation. <br /> HBAT; sidual soil contamination is not leaching to <br /> Y 12.Reasons why background was/is unattainable usingoundwater. Minor soil contamination remains. <br /> Y13.Mass balance calculation of substance treated versant estimates 260 gallons of TPHd and 96 gallons of <br /> that remaining; main in soil. Groundwater monitoring showed no <br /> impacts from petroleum hydrocarbons. <br /> Y 14. Assumptions, parameters, calculations and model used in A soil vapor risk assessment was not required, due to <br /> risk assessments, and fate and transport modeling; the depth of contaminants and distance to nearest <br /> building. Soil contamination is present below typical <br /> worker exposure depths. <br /> �, 15. Rationale why conditions remaining at site will not adversely Soil contamination is limited in extent. Water quality <br /> impact water quality, health, or other beneficial uses;and goals(WQGs)have been reached. <br /> By. JLB r Comments: One 1,000-gallon UST and one 2,000-gallon gasoline UST were removed 11189 at the subject Site. <br /> Groundwater monitoring results were ND during the last 4 quarter of groundwater monitoring, confirming <br /> Date: petroleum hydrocarbons are not leaching to groundwater. Soil contamination is present from 20'bgs to 35' <br /> 11/22/2010 bgs and US Ts were approximately 40'from existing buildings; therefore, a soil vapor survey was not <br /> required. Based upon evidence that residual contamination is not leaching to groundwater from soil, <br /> groundwater having reached WQGs, minimal risk of vapor intrusion or direct contact exposure, and limited <br /> extent of contamination present in soil, Regional Board staff recommends closure for the Site. <br />