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Site History <br /> • 14000 Highway 88,Lockeford,CA <br /> Time Oil Property No 04049 <br /> Quarter 199L8 Groundwater Sampling 6ugust 1998 <br /> - <br /> On August 13, 1998, 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 <br /> direction and a gradient of 0 04 ft/ft was encountered in the wells at depths of 64 32 feet to 76 85 feet below <br /> ground surface Free product was not encountered in any of the wells <br /> Since the April 1998 sampling event, groundwater elevation Increased in each well by 0 81 feet to 9 54 feet, <br /> resulting in an overall Increase in groundwater elevation of 2 81 feet across the site Groundwater flow <br /> direction also changed from southwest to south Changes In groundwater depth and flow direction are most <br /> likely a result of seasonal variation Groundwater gradient was consistent with previously collected data <br /> Analyses identified elevated concentrations of hydrocarbons in the samples collected from MW-1 (15,700 <br /> ppb gasoline, 380 ppb benzene, 2,500 ppb toluene, 1,130 ppb ethylbenzene, 2,480 ppb xylenes), MW-2 (250 <br /> ppb gasoline, 6 4 ppb benzene, 0 9 ppb toluene, 0 50 ppb ethylbenzene, and 51 1 ppb xylenes), MW-3 (572 <br /> ppb gasoline, 113 ppb benzene, 25 6 ppb toluene, 45 6 ppb ethylbenzene, and 60 4 ppb xylenes), MW-4 ( <br /> 229 ppb gasoline, 12 4 ppb benzene, 2 2 ppb ethylbenzene, 0 7 ppb xylenes), MW-5 (4,760 ppb gasoline, <br /> 488 ppb benzene, 852 ppb toluene, 207 ppb ethylbenzene, and 1,050 ppb xylenes), and MW-6 (328 ppb <br /> gasoline, 20 5 ppb benzene, 1 5 ppb toluene, 3 5 ppb ethylbenzene, 32 1 ppb xylenes) Lower <br /> concentrations of hydrocarbons were found in the samples collected from MW-7 (0 7 ppb xylenes), MW-8 <br /> (1 3 ppb benzene), and MW-9 (82 5 ppb hydrocarbons and 13 ppb benzene) Hydrocarbons were not <br /> detected in the sample collected from MW-10 Low concentrations of MTBE were detected in the <br /> groundwater samples collected from MW-4 (8 3 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) The groundwater plume does not appear to be migrating <br /> to any great extent When compared to the April 1998 sampling event, hydrocarbon concentrations <br /> decreased in MW-11, MVV 2, MW-3, and MW-8, while they remained relatively unchanged in the remainder of <br /> the wells Changes in hydrocarbon concentrations are most likely a result of changes in groundwater <br /> elevation Additional monitoring data will be collected to further evaluate the extent of the dissolved <br /> hydrocarbon plume <br /> A copy of SECOR's "Quarterly Monitoring Report, July - September 1998" dated October 16, 1998, was <br /> forwarded to the appropriate regulatory agencies on October 20, 1998 <br /> f=ourth Quarter 1998 Groundwater Sampling Results-October 1998 <br /> On October 26, 1998, samples were collected from each of the groundwater monitoring wells (MW-1 through <br /> MW-110) 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 <br /> direction and a gradient of 0 03 ft/ft was encountered In the wells at depths of 64 14 feet to 76 93 feet below <br /> ground surface Free product was not encountered in any of the wells <br /> Since the August 1998 sampling event, groundwater elevation decreased In MW-8 by 0 30 feet and In MW- <br /> 10 by 848 feet, while it increased In the remaining wells by 0 17 feet to 357 These changes resulted in an <br /> overall decrease In groundwater elevation of 0 18 feet across the site Changes in groundwater elevation are <br /> most likely a result of seasonal variation Groundwater gradient and flow direction remained consistent with <br /> previously collected data <br /> 21 <br />