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• e <br /> i <br /> S <br /> 1. SITE CONTACTS <br /> Station Number: Former Chevron SS 9-1918 <br /> Station Address: 45 East Harding Way <br /> Stockton,California <br /> Chevron's Project Manager: Lisa Backlund <br /> Chevron U.S.A.Inc. <br /> 2410 Camino Ramon <br /> P.O. Box 5004 <br /> San Ramon,California 94583-0804 <br /> 415-842-9040 <br /> Consultant to Chevron: EA Engineering,Science,and Technology <br /> 41 Lafayette Circle <br /> Lafayette,California 94549 <br /> 415-283-7077 <br /> EA Project Geologist: Tent'R.Winsor <br /> 2. ACTIVITIES,MARCH THROUGH SEP'T'EMBER 1990 <br /> Depths to water have been monitored quarterly since the wells were installed in 1988. When <br /> sufficient water occurred in the wells,groundwater was sampled and analyzed. In March 1990, <br /> the groundwater elevation was about 30 feet below mean sea`level ('fable 1),and only one well, <br /> MW2 (Figure 1),contained purgeable groundwater. The remaining wells were dry on 21 Sep- <br /> tember and 18 December 1989, and wells MW1, MW7,and MW8 were dry on 12 July 1989. <br /> All eight wells including MW2(Figure 1), were either dry or contained very little water on 28 <br /> June and 18 September 1990,making it unfeasible to sample during the second and third quarters <br /> of 1990. <br /> A cumulative history of analytical results of groundwater sampling is provided in Table 2. The <br /> laboratory report from 22 March 1990, when only MW2 could be sampled, is provided as <br /> Appendix A. A well sampling field form from 22 March 1990 for MW2 is included in Appendi <br /> B. <br /> 3. PLANNED ACTIVITIES <br /> All wells will continue to be gauged quarterly for depth to water and/or depth to bottom using an <br /> optical interface probe. EA will be prepared to purge and sample any wells which contain <br /> enough water to sample. <br /> Late 1990--EA has written a work plan to construct two deeper wells which would extend into a <br /> deeper aquifer to provide information on the vertical extent of contamination under the site <br /> (Figures I and 2). <br /> c66r)1 91 sn-90rytr 1 <br />