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As reported in the January 29, 1991 report prepare for the south- <br /> adjoining <br /> adjoining properties, hydrocarbons in ground' water had not been <br /> delineated to the north, west or south (of the study)area). The ground <br /> water elevation data collected during the present investigation indicated <br /> !1II <br /> that ground water flow beneath the Property . as i n a north, northeast <br /> direction. It is noted that this ground water gradien!t is in the opposite <br /> k <br /> direction as the gradient observed at the south adjoining property, as <br /> E reported in the January 29, 1991 report. Possible explanations for the <br /> q i� <br /> gradient variation may include: seasonal gradient fluctuations (the <br /> south adjoining properties gradient calculation was based on data <br /> f <br /> collected during the dry season [July 19901; c�ompated to the present E <br /> I investigation with data collected in the wet season [March 19970; the <br /> f <br /> f l <br /> ground water gradient may have changed over time'!(between 1990 and <br /> 1997); or there may be a ground water mounding between the two <br /> sites, resulting in two opposite ground water gradients on each side of I <br /> ff � <br /> the mounding. II <br /> The ground water data collected during the present;'investigation suggest <br /> that a known source area (the south adjoining!. ro erties) are directly <br /> upgradient of the Property, and may be directly contributing to the <br /> ground water impact observed at the Property. Further, the greatest <br /> MTBE concentrations in ground water beneath the .Property were <br /> detected in the upgradient (nearest the southern adjoining properties) <br /> boring (SB-02), with a decreased MTBE concentration observed in the <br /> I <br /> downgradient boring (SB-03). Further, MTBE, a 'omponent in <br /> gasoline since 1979, is highly soluble in water and its very mobile in the <br />' subsurface. r <br /> I� <br /> 808-001.rpd04-29-971u/keydata/repom 26 �L <br />