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Twelve wells and one piezometer have been constructed at the site to monitor the two <br /> aquifers, though only nine wells are presently used for groundwater monitoring as a result of <br /> decreasing water levels (Table 1 and Figure 2). <br /> Table 1 <br /> Existing Well Construction Summary <br /> Well Date`'' Total Screen/ <br /> Name Constructed Depth(ft) Filter Interval(ft) <br /> Shallow Zone Wells <br /> MW-4 April 1988 26.5 14-26.5 <br /> MW-5 April 1988 86.5 60-86.5 <br /> MW-8 December 2007 85 62-85 <br /> SB-1 April 1988 46.5 31-46.5 <br /> PZ-1(dry) July 2003 30 6-30 <br /> MW-9A March 2012 96.3 76.3-96.3 <br /> MW-10A March 2012 86.3 66.3-86.3 <br /> MW-11A March 2012 51.1 31.1-51.1 <br /> Deep Zone Wells <br /> MW-1(dry) October 1987 275 240-275 <br /> MW-2(dry) May 1988 330 298.5-330 <br /> MW-3(dry) May 1988 326 299-326 <br /> 358-390(l) <br /> MW-6 July 2003 477 405-435 <br /> 450-477 <br /> 302-333(l) <br /> MW-7 July 2003 430 353-385 <br /> 402-430 <br /> (1) Wells MW-6 and-7 are constructed with three sampling intervals. The upper interval is <br /> in use at this time <br /> As shown above, seven wells and one piezometer have been constructed to intercept the <br /> shallow groundwater that is perched within the Corcoran Formation. Five have been <br /> constructed to intercept the deeper aquifer, two of which are active. The deep regional <br /> aquifer is the uppermost groundwater unit beneath the site in areas where the Corcoran <br /> Formation is absent. <br /> Historical groundwater equipotential contours provided in quarterly monitoring reports <br /> suggest that groundwater in the shallow aquifer flows to the south at a gradient 0.0375 feet <br /> per foot (ft/ft). However,the recent EMP field work suggests the presence of a groundwater <br /> flow divide near the northeastern edge of the landfill, with groundwater flowing to the south <br /> of the divide at a gradient of about 0.05 ft/ft and groundwater flowing to the <br /> north/northeast of the divide at a gradient ranging from 0.02 to 0.05 ft/ft (Figure 3). The <br /> hydraulic gradient for the shallow aquifer was determined by contouring the January and <br /> • March 2012 groundwater elevation data for wells screened in this aquifer. <br /> Engineering Feasibility Study Geo-Logic Page ■ 5 <br /> Corral Hollow Sanitary Landfill ASSOCIATES <br /> January 25,2013 <br />