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Work Plan for Refined Plume Definition and Management of Floating Product-7500 W 11th St., Tracy, CA. Page 45 <br /> soils such as are present at the depth of the water table at the 7500 West Eleventh Street site, <br /> the drilling operation causes remolded clay, which has a very low permeability, to be <br /> smeared over the borehole wall. Although vigorous well development can break smeared <br /> clay away from the walls of the boring so that it does not impede well efficiency, it often <br /> occurs that smeared clay remains on the boring wall in a zone extending from a short <br /> distance below the water table upward to the ground surface because well development <br /> .. procedures tend to be less effective in those zones than they are in the deeper portions of the <br /> well. As a result, at the depth where the floating product is present, especially when the water <br /> table rises from the elevation at which it was located when the well was installed, the well is <br /> r,. highly inefficient with respect to extraction of groundwater or LNAPL from that zone. <br /> Under those circumstances, free product-skimming systems, which cause the well to be <br /> �. drawn down to only a small degree, LNAPL does not readily flow into the well and, because <br /> the well is so inefficient, its radius of influence will be very small and may not extend more <br /> than, at best, a few feet from the center of the well casing. Such well inefficiency is of little <br /> or no consequence when small-diameter wells are used for the purposes of groundwater- <br /> quality monitoring or periodic measurement of the thickness of floating product. However, if <br /> the same wells are converted to use as extraction wells or are newly installed for that <br /> purpose, their inefficiency with respect to their ability to capture floating product from <br /> distance is a major disadvantage. <br /> Because trenches, pits or other excavations that can be used to evacuate floating product <br /> from the subsurface are opened by machinery that tends to break the soil being excavated <br /> away from the in situ mass, the walls and floors of such excavations are subject to much less <br /> smearing with remolded clay. In addition, when constructed under the oversight of an <br /> experienced engineer, the excavation contractor can be directed to break away smeared claysr <br /> from the walls and floor of an excavation in those areas where the cutting action of the " <br /> excavator bucket has blocked flow through silt layers or similar conduits of groundwater <br /> flow. <br /> 9.3.4 Scale of System Required for Successful Removal of All Recoverable LNAPL <br /> As was discussed in Section 5.2.3, it is estimated that the area of the subsurface affected by <br /> floating product emanating from the 7500 West Eleventh Street site amounts to some 15,000 <br /> ftz and has dimensions of some 100 ft. from east to west and 150 ft. from north to south. <br /> Experience has shown that when attempts are made to extract large and wide-spread volumes <br /> of floating product from a plume of affected groundwater, after an extraction system has <br /> been operated for a period of time, LNAPL will often disappear from the water table in an <br /> extraction well, only to return after an extended period during which the extraction system <br /> has not been operated. This phenomenon has been observed at sites where "pump and treat" <br /> type systems have been in continuous operation for many years before they were shut down. <br /> ` This troublesome outcome frequently occurs because the free product removal system has <br /> not been sufficiently aggressive as is necessary to strip 100% of the recoverable floating <br /> product from the soil mass and due to the tendency of adsorbed LNAPL to be slowly released <br /> into the groundwater when they become detached from the soil particles and capillary tension <br /> SJC <br />