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Drawdown data collected from monitor wells MW2 and MW3 Indicated that the pumping had very <br /> little Influence on depth to water in these wells at approximate distances of 80 and 100 feet, <br /> respectively Monitor well MW4 however, exhibited a maximum of approximately 0 5 feet of <br /> drawdown during the 24 hour pumping operation Although 24 hours lapsed before drawdown <br /> appeared to stabilize at 0 5 feet, recharge of groundwater to its original static level in monitor well <br /> MW4 occurred in approximately 6 hours (Figure F2) <br /> The relatively rapid drawdown of the pumping well MW 1, the slow continuous pump rate of 0 25 <br /> gallons/minute, and the relatively slow recharge rate of 0 3 gallons/minute, Imply that the <br /> groundwater-bearing zone at approximately 20 feet below ground surface at the site is narrow and <br /> exhibits low hydraulic conductivity Groundwater generated during the pump test was contained in <br /> 6,900-gallon aboveground tank and left onsite The owner/client contracted directly with Nor-Cal <br /> to pump and dispose the water in a proper manner <br /> 6.0 CONCLUSIONS <br /> Data collected during this phase of the environmental Investigation indicated that the highest <br /> concentrations of contamination are confined mainly to the area directly beneath the site, and that <br /> subsurface contamination, apparently from the site, is present to a lesser degree between 100 and 200 <br /> feet west and southwest of the site Contamination extending offsite at distances greater than <br /> approximately 50 feet appears to be confined mainly to the capillary fringe zone or "smear" zone <br /> This smear zone is believed to be approximately 5 feet thick between the depths of approximately <br /> 15 and 20 feet and likely resulted from historic fluctuations (overall decrease) in groundwater <br /> elevation Based on this Information, it is assumed that during the years following the release of <br /> petroleum hydrocarbons to the subsurface, groundwater was likely closer to 15 feet below the ground <br /> surface and flowed in a southwesterly direction <br /> 6.1 Summary <br /> A total of fifteen soil borings were completed at the site during this phase of the environmental <br /> investigation conducted by SF 4COR,three of these borings were converted to groundwater monitor <br /> wells, one was converted to a vapor extraction well, and three were used as temporary vapor <br /> extraction/observation wells The remaining eight borings were drilled to groundwater where <br /> groundwater grab samples and soil samples were collected for the purpose of delineating the lateral <br /> extent of contamination Laboratory data from this sampling and analysis program provided <br /> information to adequately define the extent of subsurface contamination <br /> 6 1 1 Soil Contamination <br /> Laboratory results of soil samples collected at the site during this phase of the environmental <br /> Investigation indicated that only low to moderate concentrations of TPHg exist in the capillary fringe <br /> zone directly above groundwater Field observations however, indicated that vadose zone soils were <br /> SEACOR 014-41-1 par 19 <br />