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..i <br /> Pilot Study Workplan November 7,2014 <br /> Project#54.62563.0001 Page 4 <br /> 2.4 SENSITIVE RECEPTORS <br /> Four municipal wells (WP-1 through WP4) located at the four corners of the facility (Figure 2) were installed in <br /> 1955 and 1956 to provide water to the plan and to the community during periods of high demand. These four <br /> municipal wells were completed to depths ranging from 420 to 460 feet. Well WP-4 was abandoned in 1989. <br /> Historic water quality data indicate the three remaining municipal wells were sampled in 1989 and 1990 and <br /> were below the detection limit for total chromium. In 1991, total chromium was detected in WP-2 at 0.054 <br /> mg/L, but neither total nor hexavalent chromium was detected in any of these three municipal wells in sampling <br /> events conducted through 1992. The municipal wells were not sampled again until 1998 at which time both <br /> total and hexavalent chromium were again below detection, and the three wells were below detection limits in <br /> the next two monitoring events in 1999 and 2000. The three wells were sampled again in 2001 when <br /> hexavalent chromium was detected in WP-1 at a concentration of 0.0044, but total and hexavalent chromium <br /> were below detection in WP-2 and WP-3. WP-1 was sampled again in 2002 when both total and hexavalent <br /> chromium were detected at concentrations of 0.0061 and 0043 mg/L, respectively. The last time any of the <br /> municipal wells were sampled was in 2003 when only WP-1 was sampled, and in that event total chromium <br /> was below detection but hexavalent chromium was detected at a concentration of 0.0037 mg/L (ATC, 2008). <br /> In a phone conversation on March 12, 2014 between Cardno ATC and Mr. Robert Grandburg with the City of <br /> Stockton, Municipal Utilities Department, Mr. Grandburg informed Cardno ATC that the remaining municipal <br /> wells WP-1, WP-2, and WP-3 have all been destroyed. <br /> 3.0 GEOLOGIC AND HYDROGEOLOGIC SETTING <br /> This section describes the regional and site-specific geological setting and hydrogeology. The information <br /> presented was based on interpretation of data collected from site assessments and monitoring events. <br /> 3.1 REGIONAL GEOLOGY <br /> Stockton, California is located in the San Joaquin Valley, the southern extension of the California Great Central <br /> Valley (Figure 1). The Great Central Valley is a deep alluvial plain extending nearly 500 miles from the <br /> Siskiyou Range of the Cascade Mountains in the north to the Tehachapi Range to the south. At Stockton, the <br /> San Joaquin Valley is approximately 40 miles wide. The western valley boundary consists of the low, rolling <br /> foothills of the California Coast Range Mountains (maximum elevation due west is less than 3,000 feet) and <br /> the eastern boundary consists of the more rugged foothills of the Sierra Nevada (maximum elevation due east <br /> is over 10,000 feet). <br /> The Great Central Valley contains a thick sequence of sediment, which, in places, reaches a depth of ten <br /> miles. These sediments range in geologic age from Jurassic (205 million years before present) to Recent <br /> (present time) and include both marine and continental deposits. The immediate subsurface in the valley <br /> consists of Pleistocene and Recent alluvial deposits, which, in turn, consist of heterogeneous sequences of <br /> sand and gravel originating from active stream channels, and silt and clay originating from overbank and marsh <br /> depositional environments. <br /> 3.2 LOCAL GEOLOGY <br /> Data collected from twenty two borings advanced at the site were used to evaluate the local geology. The <br /> Iithology across the site generally consists of alternating layers of silt and clay with some sand in the upper <br /> approximately 50 to 60 feet, with more sand intervals below approximately 60 feet. Some isolated cemented <br /> sand intervals exist between approximately 70 to 75 feet. Between approximately 105 and 120 feet the <br />