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FIELD REPORT <br /> MONITOR WELL INSTALLATION <br /> FORMER MAJOR MART FACILITY <br /> STOCKTON, CALIFORNIA <br />' During September 8 through 11, 1992, ROY F WESTON, INC (WESTON) installed three <br /> groundwater monitor wells at the former Mayor Mart site located at 1235 East Alpine Avenue <br />' in Stockton, California The wells were installed on behalf of American Real Estate Group <br /> (AREG) in order to gain additional information on the extent of petroleum hydrocarbon <br /> compounds in soil and groundwater at the site <br />' Three soil borings were drilled and converted to monitor wells (MW-4, MW-5 and MW-6) at <br /> the site Refer to Figure D-1 for the approximate well locations <br />' Monitor Well Bonn s <br />' The monitor well borings were installed using eight inch, hollow stem augers and a truck- <br /> mounted drill ng Soil samples for lithologic description were collected from the initial soil <br /> boring (MW-4) using a five-foot-long continuous-core barrel sampler and from MW-5 and MW- <br />' 6 using a split-spoon sampler The continuous-core sampler was placed inside the first five feet <br /> of the augers and extended approximately six inches below the end of the auger during drilling <br /> operations This allowed collection of relatively undisturbed soil samples at depth for the <br /> purpose of lithologic logging. Soil samples were collected for potential laboratory analyses from <br /> all three soil borings using a California-modified split-spoon sampler lined with three two-inch- <br /> diameter by six-inch-long brass liners Subsurface samples were collected by drilling to the <br /> appropriate depth and then driving the sampler ahead of the auger using a 140-pound drive <br /> hammer The number of blows required to advance the sampler six inches at every 18-inch <br />' drive interval was recorded on the boring logs The lithologic and well construction logs for <br /> the well installations are included with this field report <br />' Soil Sampling <br /> Soil samples were collected in the well borings approximately every five feet for field screening, <br />' lithologic logging, and potential chemical analysis One brass liner from each sample interval <br /> was preserved for potential shipment to the laboratory The brass liner was preserved by sealing <br /> both ends with aluminum foil and tight-fitting plastic caps Each liner was labeled to include <br />' a unique sample number, boring number, depth of sample, site name, date, time of collection, <br /> initials of collector, and any other pertinent information After sample preparation, the brass <br /> liner was sealed in a plastic bag and placed in a cooled ice chest Two soil samples from each <br />' soil boring were submitted to the laboratory for chemical analyses based on volatile organic <br /> compound (VOC) levels detected during headspace screening Table D-1 summarizes the <br /> samples submitted for chemical analysis <br /> 1 <br />' SPKMP1r51AR£G3QTR WP D - 1 I M2192 <br />