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Work Plan for Refined Plume Definition and Management of Floating Product-7500 W!1 th St., Tracy, CA, Page 77 <br /> .,, 10.0 WELL CLOSURES <br /> When any well installed at the 7500 West Eleventh Street site has served its designed <br /> ,^ purpose, it will be closed in compliance with the following procedures. <br /> ' 10.1 Well Closure Procedure <br /> Each well to be closed, whether it served as a groundwater-quality monitoring well, a <br /> floating product monitoring well or a floating product extraction well, including the <br /> extraction well located in the proposed backfilled floating product cut-off trench will be <br /> closed under the permit and oversight of the SJCEHD. The work will be performed by a <br /> drilling contractor holding the required C57 license issued by the California State Contractors <br /> aA Licensing Board. To initiate a well closure, it will be grouted with Type II Portland Cement, <br /> which will be conducted through the bottom of the well in a tremie pipe that will be slowly <br /> raised to the surface as the well and the annular space between the well casing and the boring <br /> •• wall are filled. <br /> Any displaced groundwater that would otherwise flow from the well will be intercepted by a <br /> w submersible or suction pump and discharged into a 55-gallon drum so that it can be retained <br /> on the site for later disposal at a permitted facility. <br /> ;- When the grout placed in the well has set, the well head cover box will be removed by <br /> excavation, as will the well casing down to a minimum depth of two feet. The resulting pit <br /> will be restored using backfilled clean soil with a covering of 6 inches of concrete or, in the <br /> case of wells not on the 7500 West Eleventh Street property itself, such other material as may <br /> be specified by the concerned property owner or the SJCPWD. <br /> 10.2 Proposed Closure of Existing Wells <br /> SJC has previously expressed concern that existing groundwater-quality monitoring wells <br /> *� MW-3A, 3B and 12A, which penetrate through the aquitards present at the bottom of the first <br /> near-surface aquifer at the Navarra Property, pose a significant and unwarranted risk to the <br /> quality of the groundwater in the deeper aquifers into which they penetrate (The San Joaquin <br /> Company 2003b, 2003c, 2002a, 2002b, 2002c). In the case of Monitoring Well MW-3B, that <br /> well penetrates through two protective aquitards and exposes two uncontaminated aquifers to <br /> the risk that their water quality may be compromised by an accidental spill of fuel <br /> hydrocarbons or other material from the tractor-trailer rigs and other heavy transport <br /> equipment that frequently pass over and park on the property. <br /> " SJC recognized the presence of a wide-spread silty clay aquitard beneath the shallow aquifer <br /> at 7500 West Eleventh Street at the time the initial small-diameter borings were drilled and <br /> soil and groundwater samples recovered during the first phase of site characterization that <br /> Iwo was conducted in April 2000. At that time, recognizing that the aquitard would protect the <br /> quality of water in the deeper aquifers, SJC's California-licensed professional engineer in <br /> responsible charge of the work, who has more than 40 years of experience in contaminant <br /> hydrogeology, directed that all small-diameter borings that had penetrated through that <br /> sic <br />