| FOR NO FURTHER ACTION REQUESTS AT UNDIERGROUN
<br />      													ND TANK SITES
<br />    	Site Name and Location:    Country Club Food and Fuel, 1856 Country Club Blvd., Stockton, San Joaquin County
<br />    					(RB#391048)
<br />   	Y   1. Distance to production wells for municipal, domestic,      	A sensitive receptor survey In 2000 identified no
<br />  		agriculture, industry and other uses within 2000 feet of the site.    municipal supply and no domestic/agricultural wells
<br />      											within 2,000'of the site.
<br />   	Ir  2. Site maps, to scale, of area impacted showing locations of       Two 10,000-gallon gasoline and one 10,000-gallon diesel
<br />  		any former and existing tank systems, excavation contours and   USTs and associated piping were removed 3/99 from the
<br />  		sample locations, boring and monitoring well elevation     	site. MTBE was also detected in soil confirmation
<br />  		contours, gradients, and nearby surface waters, buildings, 	samples. 1,2-DCA and EDB were also detected in grab
<br />  		streets, and subsurface utilities;       				groundwater samples from the tank pit
<br />   	Y  3. Figures depicting lithology(cross section), treatment system      Site lithology consists of clay,silt,and sand to 57, the
<br />		diagrams;  								total depth investigated.
<br />   	Y  4. Stockpiled soil remaining on-site or off-site disposal(quantity);     Approximately 370 yd of soil over-excavated during the
<br />       											USTs removal was trans orted to BFI Livermore.
<br />   	Y   5. Monitoring wells remaining on-site, fate;     Five monitoring wells(MW-1 through MW-5) will be properly abandoned.
<br />		6. Tabulated results of all groundwater      	Depth to groundwater varied from 7'to 13'bgs. Groundwater flow
<br />   	elevations and depths to water,-   			direction, varied from north to northwest. Groundwater gradient varied
<br />  									from 0.001 to 0.002 Wft.
<br /> 		7. Tabulated results of all sampling      Maximum stockpile soil concentrations on 3/99 were TPHd, 300 mg/kg;toluene,
<br />  		and analyses:     			0.073 mg/kg;ethylbenzene, 0.068 mg/kg;and xylenes, 0.29 mg/kg; while MTBE,
<br /> 		Y   					0.54 mg/L was also detected in confirmation soil samples. In 7/00 and 5/05,soil
<br />		❑ Detection limits for confirmation     boring results were ND. In 3/99, grab groundwater concentrations were TPHg,
<br />       		sampling     			5,900 ug/L;benzene, 140 ug/L;toluene, 380 ug/L;ethylbenzene, 30 ug/L;xylenes,
<br />       							670 ug/L;MTBE, 40,000 ug/L; 1,2-DCA, 301 ug/L;and EDB, 6,701 ug/L. In 9/08,all
<br />		❑Y  Lead analyses			groundwater monitoring results were ND.
<br />		8.   Concentration contours of contaminants found and those remaining in soil and    The extent of the identified
<br /> 		groundwater, and both on-site and off-site:						contamination is described in the
<br />  														reports.
<br />      		Lateral and  		Vertical extent of soil contamination
<br />  		FY
<br />      		Lateral and  		Vertical extent of groundwater contamination
<br />		9. Zone of influence calculated and assumptions used for subsurface remediation    An engineered remediation was not
<br /> 		system and the zone of capture attained for the soil and groundwater remediation     required by the lead agency.
<br /> 		system;
<br /> 		10.Reports/information   ❑Y  Unauthorized Release Form   ❑Y  QMRS 33 from 7/00 to 9/08
<br /> 		0 Well and boring logs  ❑Y  PAR 	a FRP  	FY1 Other Soil Vapor Intrusion Rpt. (11/08), NFAR Rpt. (4/09)
<br />    	Y   11.Best Available Technology(BAT)used or an explanation for not using 	USTs removal, over-excavation of
<br /> 		BAT;     										I contaminated soil, and natural attenuation.
<br /> 		12.  Reasons why background warms unattainable    Minor residual soil contamination remains on-site.
<br />   	�,
<br />  		BAT,
<br />    	Y   13.Mass balance calculation of substance treated     The consultant estimated remaining soil contaminant mass as MTBE,
<br /> 		versus that remaining;    				0.05 pounds.
<br />   	7714. Assumptions, parameters, calculations and       Region 2 ESLs were not exceeded for vapor intrusion or residual soil
<br /> 		model used in risk assessments, and fate and 	contamination. The site is located in a mixed residential/commercial
<br /> 		transport modeling;       				area of Stockton.
<br />    	Y   15. Rationale why conditions remaining at site will    Soil contamination reportedly is limited in extent. Land use
<br /> 		not adversely impact water quality, health, or other   (commercial)is not expected to change in the foreseeable future.
<br /> 		beneficial uses; and
<br />    	By: JLB t}      Comments: Two 10,000-gallon gasoline and one 10,000-gallon diesel USTs,associated piping,and 370 y   of
<br />       			soil were removed 3/99 from the subject site. MTBE was also detected in soil confirmation samples.
<br />    	Date:     	1,2-DCA and EDB were also detected in grab groundwater samples from the tank pit. Based upon
<br />    	6!4/2009 	33 quarters of groundwater monitoring showing a stable plume with declining concentrations to ND, the
<br />				limited extent of contamination remaining in soil, no foreseeable changes in land use(commercial), and no
<br />				Region 2 ESLs exceeded for soil vapor or residual soil contamination, Regional Board staff concur with San
<br />				Joaquin Countv's Closure Recommendation.
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