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. Site No: 11192 <br /> A site plan (Figure A-1) and tabulated data from EMCON's supplemental assessment <br /> work (Table A-1) are included with this report as Attachment A. Photographs from <br /> EMCON's site visit are included as Attachment B. Copies of figures and tabulated data <br /> from previous investigations are included as Attachment C. Copies of boring logs and <br /> laboratory reports from EMCON's supplemental site assessment work are included as <br /> Attachment D. <br /> 2. Previous Investigations and Remedial Activities <br /> Target conducted a soil gas survey at the site in March 1989 (Target, 1989). Twenty- <br /> four soil gas samples were collected and submitted for analysis of MTBE/pentane and <br /> BTEX (Figure C-1). ]�ME/pentane (up to 19,760 µg/L) and BTEX (up to 2,051 Mcg/L <br /> benzene, 1,932 ,ug/L toluene, 946 µglL ethylbenzene, 216 ,ug/L m- and p-xylene, and <br /> 52 µg/L o-xylene) were detected in samples collected on site (Table C-1). The highest <br /> concentrations of total volatiles (19,660 and 97,110 14g/L) were detected in samples <br /> collected to the east of the gasoline UST complex and to the east of the southern pump <br /> island (Figure C-1). <br />. A sensitive receptors survey was contained in BP files (EMCON, 1959). The report, <br /> dated April 13, 1989, indicated that a public water supply well was located within <br /> 1,100 feet of the site, and a private water supply well was located within 90G feet of the <br /> site. The report also stated that the aquifer classification was not available. <br /> IT conducted a site assessment of the site in June 1990 (IT, 1990). The assessment <br /> included the installation and sampling of four 30-foot monitoring wells (MW-1 through <br /> MW-4; Figure C-2). Soil encountered during drilling consisted primarily of lean clay <br /> below 2 to 3 feet of gravel fill. A clayey sand layer was encountered at approximately <br /> 22 to 26 feet bgs. Groundwater, reported to flow north-northeast at the time of the site <br /> assessment, was encountered at approximately 22 feet bgs. <br /> IT collected soil samples at 5-foot intervals. The samples with the highest PID readings <br /> were analyzed for TPH-G and BTEX (IT, 1990). A sample from boring MW-4, adjacent <br /> to the waste oil and motor oil UST complex, was also analyzed for TPH-D, TOG, and <br /> HVOCs. Benzene at 0.82 ppm and ethylbenzene at 0.043 ppm were detected in the <br /> 20-foot bgs sample collected from boring MW-3, located north of the gasoline UST <br /> complex (Table C-2). No other compounds were detected in the samples analyzed. <br /> Groundwater samples collected from each monitoring well were analyzed for TPH-G and <br /> BTEX. Samples from MW-4 were also analyzed for TPH-D, TOG, HVOCs, and <br /> metals. No free-floating product was observed in any of the monitoring wells. TPH-G <br /> (up to 200 ppb) was detected in samples collected from wells MW-1 and MW-3 <br /> BrroS/RPT/11192RPT.d07-941LAM116:5 Rev.0. 12/27/94 <br /> 0952-090.03 2 <br />