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June 9, 1993 �5�, <br /> ARCO Service Station 2168, Stockton, California Working To Restore Nature <br /> water, performed subjective analyses of ground water, and collected ground-water samples <br /> from the wells for laboratory analyses The technician noted no floating product or sheen <br /> in the five wells (Table 1) <br /> The wellhead elevations of the monitoring wells at the site were previously surveyed by Tom <br /> O Morrow, Inc of West Sacramento California, a licensed land surveyor (California Land <br /> Surveyors No 3275) The surveyed elevations and the depth-to-groundwater measurements, <br /> summarized in Table 1, were used to evaluate the potentiometric surface beneath the site <br /> The ground-water flow direction on February 23, 1992, was to the northeast with a hydraulic <br /> gradient of 0 0009 to 0 0013, and the groundwater flow direction on March 10, 1993, was <br /> to the northeast with a hydraulic gradient of 0 001 (Plate 21) The average depth to ground <br /> water increased by 0 77 feet since the previous monitoring event The average depth to <br /> water in March was 40 feet bsg <br /> Analylical Methods <br /> Water samples collected from wells MW-4 and MW-5 on January 26, 1993, were analyzed <br /> for TPHg using modified EPA Method 8015, BTEX using EPA Method 602,volatile organic <br /> • compounds (VOCs) using EPA Method 601, and total coliform bacteria using membrane <br /> filtration These analyses were performed by Sequoia Analytical <br /> Ground-water samples collected March 10, 1993, were analyzed for TPHg and BTEX using <br /> EPA Methods 5030/8015 and 8020 and standard methods prescribed by the State of <br /> California Samples were also analyzed for VOC's using EPA Methods 5030/601, and the <br /> sample from well MW-2 was analyzed for total oil and grease (TOG) using EPA Method <br /> 5520B These samples were analyzed at Columbia Analytical Services, Inc in San Jose, <br /> California (Hazardous Waste Testing Laboratory Certificate No 1426) The sample from <br /> well MW-3 was also submitted to Sequoia Analytical in Sacramento, California, for analysis <br /> of total and fecal coliform bacteria. Copies of the laboratory analysis reports are in the <br /> Appendix The results of analyses are summarized in Tables 1 and 3 <br /> Results of Water Sample Analyses <br /> Results of laboratory analyses of water samples collected from wells MW-4 and MW-5 in <br /> January 1993 indicated TPHg was detected at 81,000 and 43,000 parts per billion (ppb) in <br /> wells MW-4 and MW-5, benzene concentrations in these wells were 5,600 and 7,700 ppb, <br /> respectively <br /> Concentrations of TPHg in samples collected from wells MW-1 through MW-5 in March <br /> 1993 ranged from 16,000 to 110,000 ppb (well MW-4), benzene concentrations ranged from <br /> 3,300 to 16,000 ppb TOG was not detected in the sample collected from well MW-2 <br /> 0209ccar <br /> 31009-7 4 <br />