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Project Quarterly Update Report February 21, 1992 <br /> Southland, 9110 Thornton Road, Stockton, California Page 2 <br /> 2.0 WORK SCOPE <br /> Services performed by Groundwater Technology during this reporting period included the following <br /> ■ Installed one on-site and two off-site monitoring wells on September 16, 17, and 18, <br /> 1991 <br /> ■ Monitored on-site and off-site observation wells for depth to water and depth to <br /> separate-phase hydrocarbons on October 30, November 26, and December 23, <br /> 1991 <br /> ■ Analyzed groundwater samples collected from five monitoring wells, two monitoring- <br /> well clusters, and one pumping well on November 26, 1991 <br /> ■ Sampled groundwater from domestic wells 9036, 1912, 8968, 9140, 9156, 1927, and <br /> 9172 on October 30, November 26 and December 23, 1991 Note that the well <br /> name for 1927 was transposed to 9127 on the October 1991 and November 1991 <br /> laboratory reports <br /> 2.1 MONITORING WELL INSTALLATION <br /> On September 16, 17, and 18, 1991, one monitoring well was Installed on-site and two were installed <br /> hydraulically downgradient of the site to provide additional data on water quality Monitoring well <br /> MW-20 was Installed on site near the former tank pit location, and wells MW-18 and MW-19 were <br /> Installed off site on Connie Avenue (Figure 2) <br /> The boreholes for monitoring wells MW-18, MW-19, and MW-20 were drilled with 8-inch outer- <br /> diameter, truck-mounted, hollow stem auger equipment The boreholes were continuously cored <br /> from a depth of about 35 feet to a depth of about 60 feet for well MW-18 and 65 feet for well MW-19, <br />' and from a depth of about 5 feet to 65 feet for well MW-20 (approximately 15 feet below the water <br /> table) The continuous cores from the two off-site borings and one on-site boring were logged by a <br /> Groundwater Technology field geologist to confirm the site lithology, which appears to be laterally <br /> and vertically heterogeneous Soil samples were collected during drilling by driving a brass tube <br /> Into the continuous core at 5-foot intervals and where changes in Ifthology occurred The samples <br />' from the on-site boring were capped, taped, labeled, and placed on ice for delivery to a California- <br /> certified laboratory under standard chain-of-custody procedures In addition, samples were field- <br /> screened with a photo-ionization detector (PID) The results of the PID readings were used, in <br /> addition to visual field observations, to select the samples for laboratory analysis <br /> fLJ;_JL GROUNDWATER <br />' {�TECHNOLOGY, INC <br />