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j <br /> SITE ACTIVITIES SINCE SUBMITTAL OF REIMBURSEMENT REQUEST 5 <br /> JACKPOT FOOD MART, 14000E HIGHWAY 88, LOCKEFORD, CALIFORNIA <br /> TIME OIL PROPERTY NO. 04-049 <br /> Second Quarter 1999 Groundwater Sampling Results—April 1999 <br /> On April 26, 1999, samples were collected from.each of the groundwater monitoring wells (MW-1 through <br /> MW-10) at the subject site by a representative of SECOR. Prior to purging, the depth to water in each well <br /> was measured to evaluate elevation, flow direction, and gradient. Groundwater with a southerly flow direction <br /> and a gradient of 0.03;ft./ft. was encountered in the wells at depths of 64.96 feet to 77.00 feet below ground <br /> surface. Free product was not encountered in any of the wells. <br /> Since the January 1999 sampling event, groundwater elevation increased in MW-3 by 0.02 feet and in VW-9 <br /> by 0.06 feet, while it decreased in the remaining wells by 0.01 feet to 1.00 feet. These changes resulted in an <br /> -overall-average;decrease_mgroundwater-elevatiort-'of'0.23 feet�acrflssthe=site`�'Changes'in graundwater -� -- <br /> `elevation are most likely a result of seasonal variation. Gr'oundwater gradient and flow direction remained <br /> consistent with previously collected data. . <br /> Analyses performed by Excelchem identified elevated concentrations of hydrocarbons in the samples <br /> y collected from MW-1 (2,780 ppb gasoline, 97 ppb.-benzene, 96 ppb toluene, 216 ppb ethylbenzene, 163 ppb <br /> xylenes), MW-2 (515 ppb gasoline, 5.2 ppb benzene, 1.0 Ppb toluene, 0.8 Ppb ethylbenzene, and 43.8 ppb <br /> l xylenes), MW-3 (306 ppb gasoline, 28.3 ppb benzene, 11.7 ppb toluene, 10.1 ppb ethylbenzene, and 26.5 <br /> ppb xylenes), MW-4 (1,810 ppb gasoline, 300 pp6benzene;3.9 ppb toluene, 151 ppb ethylbenzene, and 7,1 <br /> ' ppb xyienes), and MW=5 (4,050 ppb gasoline, 395'ppb benzene, 22 ppb toluene, 177 ppb ethylbenzene, and <br /> 608 ppb xylenes).: Lower concentrations of hydrocarbons were found in the samples collected from MW-6 <br /> (73 ppb gasoline, 5.2 ppb benzene, 0.8 ppb ethylbenzene, and 5.3 ppb xylenes), MW-8 (78 ppb gasoline and <br /> 0.9 ppb benzene) and MW-9 (91 ppb gasoline and 2.0 ppb benzene). Hydrocarbons were not detected in <br /> the samples collected from MW-7 and MW-10,: Low concentrations of MTBE were detected in the <br /> groundwater sample -collected from MWS (25.8 ppb); however, it was not detected in any of the other <br /> samples. <br /> The highest concentrations.of hydrocarbons appear to remain onsite in the vicinity of the pump islands (MW- <br /> 1) and sidegradient of the former tank bed.(MW-5). When compared to the January 1999 sampling event, <br /> hydrocarbon concentrations decreased in MW-1I and MW-2 while they decreased in MW-4 and MW-5, <br /> Hydrocarbon concentrations remained relatively unchanged in each of the wells. <br /> A copy of SECOR's "Quarterly Monitoring Report,"April - June 1999" dated July 28, 1999, was forwarded to <br /> the-a ro riate-re ulato a encies on-,-August-2-,,,4999i= <br /> Third Quarter 1999 Groundwater Sampling Results and Remediation Activities <br /> Third Quarter 1999 Groundwater Sampling Results—July 1999 <br /> On July 14, 1999, samples were collected from each of the groundwater monitoring wells (MW-1 through <br /> MW-10) at the subject site by a representative of SECOR. Prior to purging, the depth to water in each well <br /> was measured to evaluate elevation, flow direction, and gradient. Groundwater with a south-southwesterly <br /> flow direction and a gradient of 0.04 ft./ft. was encountered in the wells at depths of 6521 feet to 78.34 feet <br /> below ground surface. Free product was not encountered in any of the wells. <br /> Since the April 1999 sampling event, groundwater elevation increased in MW-5 by 0.57 feet, while it <br /> decreased in the remaining wells by 0.14 feet to 1.34 feet. These changes resulted in an overall average <br /> decrease in groundwater elevation of 0.23 feet across the site. Changes in groundwater elevation are most <br /> likely a result of seasonal variation. Groundwater gradient and flow direction remained consistent with <br /> '` previously collected data. <br />