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' TABLE 1
<br /> I RELATIVE GROUND WATER ELEVATIONS'
<br /> 1 Elkhorn Country Club
<br /> 1050 Elkhorn Drive, Stockton, California
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<br /> }
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<br /> •SSSS.. f�.: .ar}7{:,
<br /> .... .r•, �;z 4�', R<�O'n•i� Y�lul, 'S-J:}}:r�' - - _
<br /> 3116195 5/10195 6119/95 3/16195 5/10195 6/19/95
<br /> ;.,
<br /> F= % NiW-198.76 35.92 35.66 35.56 62.84 63.10 63.20
<br /> MW-2 99.12 35.81 36.14 36.16 63.31 62.98 62.95
<br /> MW-3 99.05 36.25 36.40 35.62 1 62.80 62.65 63.43
<br /> * Measurements in feet
<br /> TABLE 2
<br /> ANALYTICAL RESULTS OF WATER SAMPLES
<br /> Elkhorn Country Club
<br /> 1050 Elkhorn Drive, Stockton, California
<br /> _ :iii}" CC {. {:}i} ::.sti,:C: ';1V vti�. � {rL'. i} r{'{:. {. { �6 •.4�1:.��C:?�: '
<br /> .1
<br /> �I e
<br /> MW-1/9-2-94 280 ND ND ND ND
<br /> G.-. MW-1/12-9-94 ND ND ND ND ND
<br /> MW-1/3-16-95 61 ND 0.85 ND ND
<br /> MW-116-19-95 ND ND ND ND ND .
<br /> ;~. MW-2/9-2-94 9,500 500 1,600 330 1,500
<br /> MW-2112-9-94 860 120 65 . 22 57
<br /> MW-213-16-95 29,000 1,900 5,000 910 3,900
<br /> `! MW-216-19-95 28 OQO 1,400 5,000 810 4,000
<br /> F' ' .
<br /> MW-3/9-2-94 1,200 58 230 36 170
<br /> MW-3/12-9-94 780 40 180 23 140.
<br /> -; MW-313-16-95 .5,200 190 620 94 570
<br /> Ln6-19-95 910 35 160 23 130
<br /> pg/L = Pads Per billion(ppb)
<br /> ND = Nonc Detected
<br />
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