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r� <br /> 6 U(Cx 5 <br /> ENVIRONMENTAL HEALTH Working to Restore Nature <br /> PERM IIT�/SERVICES <br /> 1710 Main Street <br /> Escalon, CA 95320 <br /> Phone (209) 838-3507 <br /> FAX (209)838-3509 <br /> May 4, 1992 <br /> Mr. Harlan Knoll <br /> San Joaquin County Public Health Services <br /> Environmental Health Division <br /> P O Box 2009 <br /> Stockton, CA 95201 <br /> RE: Quarterly Monitoring Report, Heinz Facility, 757 East Eleventh Street, Tracy, CA <br /> Dear Mr Knoll. <br /> On April 9, 1992, groundwater monitoringwas conducted at the above referenced site (Figure <br /> ( gu e <br /> 1) During monitoring, depth to water was measured, the wells were purged, and samples were <br /> collected from wells MW2 and MW3 <br /> Water levels had risen approximately 0 6 feet since the previous quarterly monitoring and <br /> sampling event on January 15, 1992 (Table 1) The gradient cannot be calculated specifically <br /> for this site because only two wells are accessible (Monitoring well MW 1 has been paved over <br /> with asphalt) However, RESNA Industries has current monitoring data from the uppermost <br /> saturated zone at two Tracy sites within a one-mile radius of the subject site <br /> The local groundwater gradient can be established from April, 1992 monitoring data from 8181 <br /> Eleventh Street (Genstar Western Stone) and 6700 Grantline Road (J B Terminal) The site <br /> locations and gradient directions relative to the subject site are shown on Figure 2 The most <br /> recent groundwater gradient map and monitoring data for each site are included in Attachment <br /> 2 The gradients are essentially in a northerly direction There are no known surface or <br /> subsurface occurrences on site which would exert a significant influence on the direction of <br /> groundwater flow Therefore, even though the direction of flow cannot be specifically <br /> determined from the on-site wells, the direction can be safely assumed to be consistent with the <br /> nearby sites Monitoring well MW2 is appropriately located to monitor groundwater <br /> downgradient from the excavation and MW3 is adequate for upgradient observations <br /> LRO50492 LF <br />