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U-Haul##709-50 Blaes Envtrotimetttal <br />' Additional Site Charactenzation <br />' occurring at the site One additional nested groundwater well was installed on the southern portion of the <br /> site to further evaluate the extent of hydrocarbons in that direction <br /> 3 3 1 Groundwater Well Installation <br /> Blaes Environmental contracted a licensed drilling contractor, Gregg Drilling, to install eight groundwater <br /> monitor wells As mentioned above, seven of the proposed monitor wells will accompany the existing on- <br /> site monitor wells and one additional well was installed on the southern portion of the site (Figure 4) One <br /> additional well (MW-8a) was constructed with a single 4-inch diameter casing, screened between <br /> approximately 37 to 62 feet bgs The other new wells were constructed with two, 2-inch diameter nested <br /> well casings The wells were designed to account for recent fluctuations in groundwater levels that have <br /> ranged from 66 feet bgs in February 1995 to 37 feet bgs in March 1999 The existing and proposed well <br /> casing screen intervals are presented on Table 3 Well installation activities complied with regulatory <br /> 1 requirements and the regulatory well permits issued for each well <br /> With exception to monitor well locations MW-3ab and MW-gab,the new wells were installed within 10 feet <br /> of the existing monitor wells Monitor well MW-3ab was installed near the release area, near DP-2 and B-7 <br /> (Figure 4), to determine if free-phase hydrocarbons were present on groundwater The pre-existing location <br /> of MW-3 was not close enough to the release area to monitor source area concentrations <br /> Monitoring well MW-9ab was installed on the south side of the site to monitor the southern extent of <br /> dissolved-phase hydrocarbons This well location was chosen based on the analytical results of the <br />' groundwater sample collected at hydro-punch location HP-1 <br />' 3 3 2 Qroundwater Well Development <br /> Upon installation of the casing and filter pack at each well, the drilling contractor developed the wells by <br /> surging and bailing Using the drill ng, a decontaminated surge tool was lowered and raised multiple <br /> times across the screened interval of the well to surge the well Surging the filter pack of the well ensured <br /> that the filter pack settled properly Bailing followed surging to remove the sediment pulled into the well <br /> during surging Surging and bailing continued until the bailed water contained little or no sediment Due <br /> to the limited amount of water to the upper casing of the nested wells, only the lower casing was surged <br /> and bailed <br /> Approximately 25 gallons of groundwater was bailed from each well and stored in four, 55-gallon drums <br /> The drums were properly labeled and stored on-site pending waste profiling and removal <br /> lI <br />