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. the existing and proposed well locations to allow for access to a remediation system The <br /> proposed well locations were set with surface vaults to allow access for future drilling <br /> In early June 1995, the proposed drilling program was completed Groundwater monitoring wells <br /> TBI and TB 10 were installed along the western side of the site to further define the upgradient <br /> quality of groundwater These wells are constructed of 2-inch diameter PVC Wells TB7 and <br /> TB8 are located within the dissolved groundwater plume, and are constructed of 4-inch diameter <br /> PVC These wells are designed for use in a groundwater pumping program Vapor well TB3 was <br /> installed in the location of boring TB3 and was completed to a depth of 50 feet below grade The <br /> well is screened from total depth to 5 feet below grade Wells TB9, TB 11, and TB 12 are nested <br /> vapor extraction wells that include two discrete well casings Each has a deep well that is <br /> screened from 60 feet to 35 feet and a shallow well that is screened from 30 feet to 5 feet below <br /> grade These wells are located within the former tank area and may be used to selectively treat <br /> shallow or deep soils The wells are constructed of 2-inch diameter PVC Additionally, one hand <br /> auger boring (TBS) was drilled adjacent to the eastern pump island Also, well MW3R, which <br /> • was damaged during site construction, was re-drilled and replaced with new well casing Well <br /> MW3 was also abandoned at this time <br /> Groundwater monitoring wells TBI, MW3R, and TB 10 were installed to 70 feet bgs and are <br /> constructed of 2-inch diameter PVC Wells TBI and MW3R are screened from total depth to <br /> approximately 40 feet bgs Well TB 10 was screened from total depth to 20 feet bgs to allow <br /> access for future vapor extraction should this become necessary Wells TB7 and TB8 are 4 inches <br /> in diameter and are screened from total depth to 25 feet and 45 feet, respectively Each well <br /> installed at the site (vapor or groundwater) is constructed with 0 02 inch slotted PVC as the <br /> screen material The filter pack for each well consists of #3 Monterey sand The wells were <br /> sealed with approximately 3 feet of bentonite pellets on top of the sand pack and were grouted <br /> from the top of the seal to the surface with neat cement using the tremmie method All well <br /> sealing procedures were overseen by PHS/EHD personnel Each well is covered with a traffic- <br /> rated vault and sealed with a watertight locking cap Further details on drilling and well <br /> i <br /> Page 5 <br />