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TABLE 3 <br /> GROUND WATER ELEVATIONS <br /> Wards and Unocal Wells <br /> \ Elevation of top <br /> surface of PVC well Measured depth to <br /> Date casing ground water Measured depth to Ground water elevation <br />' Measured (feet MSL) (feet b s) product Product thickness (feet MSL) <br /> 03/18/99 3122 000 -1975 <br /> 06/17/99 3410 - 000 -2263 <br />' Not accessible due to the presence of remediation equipment <br /> VF-W-4 <br /> 03/18/98 NA 3800 - 000 NA <br /> 06/24/98 1131 35 68 000 -2437 <br /> 09/15/98 38 52 - 000 -2721 <br />' 12/22/98 3341 - 000 -2210 <br /> 03/18/99 31 09 000 -1978 <br /> 06/17/99 33 83 - 000 -2252 <br />' Not accessible due to the presence of remediation equipment <br /> VEW-5 <br /> 03/18/98 NA 3755 - 000 NA <br /> 06/24/98 11 14 3557 000 -2443 <br /> 09/15/98 3847 - 000 -2733 <br /> 12/22/98 33 13 - 000 -2199 <br /> 03/18/99 3086 000 -1972 <br /> 06/17/99 1 33 75 1 - 000 -2261 <br />' Not accessible due to the presence of remediation equipment <br /> NOTES <br /> (1) -Well was resurveyed on 6/24/98 <br /> NA- Well not accessible, therefor e, ground water elevation could not be determined <br /> MSL- Mean Sea Level,NM -Not Measured,bgs-below ground surface <br /> *=Elevations surveyed by Morrow Survc,mg Well casing elevations are surveyed to City of Stockton benchmark No 14 <br /> 1232 ELEVATIONS Page 23 of 23 <br />