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Table 2. Ground-Water Flow Directions and Gradients l/(Continued) <br /> Oft <br /> .. v..•...... ......,....F.:�f-'i.:� :.:::.-.. - .:.i:{•:4}:}:'ii ::Y.{.iS.... <br /> r.Y >.....r .I..h.. <br /> •.vn:.�...,h:•}..... .:..:Y:wr.i;Vii:.....}..r......v..... >.:..f.x{`:.Y.�. .: �.-.. <br /> -: }.:ti:: ::U:•ii>:�i-';:- v;�]C:%y <br /> F iF <br /> MW-1,MW-3,MW-5 03/19/97 S 330W 0.0028 ; <br /> �a <br /> y <br /> mw-i, <br /> MW-3,MW-5 09/16/97 S560W. 0.0024 <br /> �F <br /> MW-1,MW-3,MW-5 I2/09197 5820W O.0014 <br /> • <br /> MW-1, MW-3,MW-5 03/18/98 S230W 0.005 <br /> MW 1,MW-3,MW-5 06/24/98 S260W 0.0028 <br /> I. � � 19 <br /> ' Notes: - - - <br /> I/ An Asterisk{*) denotes monitoring events which were conducted by Condor Earth Technologies, inc. Well casing and <br /> ground-water elevations are listed in feet,and referenced to Mean Sea Level(MSL). Nine of the ten Unocal monitoring <br /> well casings have been surveyed by Kjeldsen-Sinnock&Associates,Inc.of Stockton, California. MW-11 had not been <br /> surveyed at the time of the most recent sampling event. <br /> 2/ The ground-water gradient was computed using ground-water elevations at MW-1,MW-3, and MW-5 instead of <br />` MW-1,MW-3,and MW4 as originally reported. The Broadway Avenue monitoring well array was re-surveyed <br /> on I S October 1996 by Kjeldsen, Sinnock,and Neudeck,Stockton,California.' <br /> C <br /> Il <br /> f <br /> k <br /> h. <br /> SIERRA-PACIFIC GROUP <br /> 1 <br />