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TABLE 1 -CHECKLIST OF REQUIRE[' -,TA <br /> FOR ,,, FURTHER ACTION REQUESTS AT UNDER4,_,,,)UND TANK SITES <br /> Site Name and Location: Three Palms Grocery, 6732 E. Highway 88, Stockton, San Joaquin County <br /> 1. Distance to production wells for municipal, domestic, In 1999 a well survey was performed and found 33 water supply <br /> Y agriculture. industry and other uses within 2000 feet of the site; wells within 2,000 feet of the site including an on-site domestic <br /> water supply well. No surface water bodies were found within <br /> 2,000 feet of the site. On-site domestic well was sampled 28 times <br /> from 1999 to 2011 and no petroleum hydrocarbons were detected. <br /> 2. Site maps, to scale, of area impacted showing locations of former Site maps include location of former tanks,monitoring <br /> and existing tank systems, excavation contours and sample locations, wells and soil and vapor sample locations. <br /> borings and monitoring wells elevation contours, gradients, and nearby <br /> surface waters, buildings, streets, and subsurface utilities; <br /> 3. Figures depicting lithology(cross Silts and sands to a depth of 24 feet bgs, course gravel present from about 24 to 29 feet <br /> section), treatment System diagrams; bgs. Silty sand and clay were found below the gravel to the total depth investigated of <br /> 90 feet bgs. Cross-sections were developed showing extent of contamination in soil <br /> Y and groundwater. <br /> 4. Stockpiled soil remaining on-Site or No information was provided regarding soil stockpiles at this site. San Joaquin County <br /> Y <br /> off-site disposal(quantity): will assure all soil is removed before closure of this case. <br /> 5. Monitoring wells remaining on-site, fate; Destruction of monitoring and vapor extraction wells will be requested once closure is <br /> determined appropriate. <br /> Y 6. Tabulated results of all groundwater Depth to groundwater from about 75 to 91 feet bgs. Groundwater flow in shallow g.w. <br /> elevations and depths to water; NE to SE at a gradient between 0.0005 and 0.0121 ft/ft. <br /> Y 7. Tabulated results of all sampling and analyses: <br /> MY Tabulated results were presented in reports. Lead levels were evaluated from <br /> Detection limits for confirmation sampling four soil samples, sample results were all below 5.5 mg/kg which probably <br /> FYI Lead analyses represent naturally occurring background levels of lead. <br /> Y 8. Concentration contours of contaminants found and those remaining in soil <br /> M <br /> groundwater. and both on-site and off--site: Horizontal extent of contaminant impacts were <br /> Lateral <br /> and ❑Y Vertical extent of soil contamination provided on site maps and in cross-section view. <br /> Lateral and FN Vertical extent of groundwater contamination Vertical delineation was not required. Depth to <br /> water is about 90 feet bgs and petroleum impacts to <br /> first water were below 210 ug/L. <br /> N 9. Zone of influence calculated and assumptions used for subsurface No zone of influence calculations were presented. <br /> remediation system and the zone of capture attained for the soil and <br /> groundwater remediation system. <br /> Y-1 10.Reports/information Y Unauthorized Release Form ❑Y QMRs Well logs were provided in Closure Request <br /> ❑Y Well and boring logs F]PAR FY FRP �Y Other <br /> Y 11.Best Available Technology(BAT) used or an Soil vapor extraction was implemented for a short period of time during Nov.and <br /> explanation for not using BAT. Dec. 2011 removed almost 3000 lbs. (480 gallons)of petroleum hydrocarbons. <br /> Y 12.Reasons why background was/is unattainable State Board requiring County to close case. <br /> using BAT. <br /> Y <br /> 13.Mass balance calculation of substance Cardno ATC consultants did not present calculations of remaining mass. <br /> treated versus that remaining; <br /> 14.Assumptions, parameters, calculations and model used <br /> Y in risk assessments, and fate and transport modeling: <br /> 15.Rationale why conditions remaining at site will not A soil gas intrusion study was performed in August 2012, determine <br /> that soil gas present in the subsurface does not represent a risk to on- <br /> adversely impact water quality, health, or other beneficial site occupants. Operation of SVE reduced risk to water quality. <br /> uses; and <br /> N 1 16.WET or TCLP results NA <br /> By. Comments: One 550-gallon waste oil tank was abandoned in-place by filling with sand and capped with concrete <br /> clC prior to 1984. In November 1986 a 1,000-gallon leaded gasoline tank was removed, in May 1989 a 1,000-gallon <br /> unleaded gasoline tank was filled with concrete and in February 2005 two remaining tanks, of unknown size and <br /> contents,were removed. Site Conceptual Model indicates the release likely occurred from the leaded gasoline tank. <br /> Waste oil analytes were not analyzedDate: JA <br /> Petroleum hydrocarbons constituents were not detected in samples collected from the domestic well on-site since first <br /> sampled in December 1999. Groundwater samples collected from two monitoring wells constructed as sentry wells <br /> ot V, for the on-site domestic well did not detect petroleum hydrocarbons since third quarter 2006. SVE was installed and <br /> operated and was successful in reducing the size of the subsurface petroleum hydrocarbon plume. <br />