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t RF <br /> ` � �orkmg to Restore Nature <br /> 1710 Main Street F E B i <br /> Escalon, CA 95320 •3 ka i'r i <br /> Phone (209)838-3507 d ` <br /> FAX (209)838-3509 �`�- R � " <br /> February 11, 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 January 15, 1992, groundwater monitoring was conducted at the above referenced site 1. <br /> (Figure 1) During monitoring depth to water was measured, the wells were purged, and <br /> samples were collected from wells MW2 and MW3 <br /> Water levels had dropped 0 14 feet since the previous quarterly monitoring and sampling event <br /> on October 22, 1991 (Table 1) The gradient cannot be calculated specifically for this site <br /> because only two wells are accessible (Monitoring well MW1 has been paved over with <br /> asphalt ) However, RESNA Industries/WaterWork currently monitors the uppermost saturated <br /> zone at three Tracy sites within a one-mile radius of the subject site <br /> The local groundwater gradient can be established from January 1992 monitoring data from 8181 <br /> Eleventh Street (Genstar Western Stone), 400 S Tracy Blvd , (Tracy Estates), and 6700 <br /> Grantline Road (J B Terminal) The site locations and gradient directions relative to the subject <br /> site are shown on Figure 2 The most recent groundwater gradient map and monitoring data for <br /> each site are included in Attachment 2 All the gradients are essentially in a northerly direction <br /> There are no known surface or subsurface occurrences on site which would exert a significant <br /> influence on the direction of groundwater flow Therefore, even though the direction of flow <br /> cannot be specifically determined from the on-site wells, the direction can be safely assumed to <br /> be consistent with the nearby sites Monitoring well MW2 is appropriately located to monitor <br /> groundwater downgradient from the excavation and MW3 is adequate for upgradient <br /> observations <br />�1 LRO13192 LF <br />