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r fr^ --Trt E rim rr RW� <br /> &A <br /> � Y <br /> � .sem 1I`v <br /> Working To Restore Nature <br /> 1710 Main Street <br /> Escalon, CA 95320 <br /> Phone (209) 838-3507 <br /> FAX (209) 838-3509 <br /> December 15, 1993 <br /> Mr Harlin Knoll <br /> San Joaquin County Public Health Services <br /> Environmental Health Division <br /> P O Box 2009 <br /> Stockton, CA 95201 <br /> Subject Quarterly Monitoring Report, BJJ Trucking, Heinz Facility, 757 East Eleventh <br /> Street, Tracy, California <br /> Dear Mr Knoll <br /> During the fourth quarter 1993, quarterly monitoring and sampling were performed at the above <br /> referenced site (Figure 1) Field activities were conducted on October 1, 1993, and included <br /> measuring depth to water, purging the wells, and collecting groundwater samples from wells <br /> MW2 and MW3 <br /> Groundwater levels were monitored on October 1, 1993 Water levels have dropped <br /> approximately 0.31 feet since the previous quarterly monitoring event in July 27, 1993 (Table <br /> 1) The gradient cannot be calculated specifically for this site because only two wells are <br /> accessible Monitoring well MW 1 was previously inadvertently destroyed during paving <br /> activities 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 using July 1993 monitoring data from 8181 <br /> Eleventh Street (Genstar Western Stone) and October 1993 monitoring data from 6700 Grandine <br /> Road (J B. Terminal) The site locations and gradient directions relative to the subject site are <br /> shown on Figure 3 The most recent groundwater gradient map and monitoring data for each <br /> site are included in Attachment 1 Groundwater flow is essentially in a northerly direction <br /> There are no known surface or subsurface occurrences at the BJJ Trucking facility which would <br /> exert a significant influence on the direction of groundwater flow. Therefore, even though the <br /> 4QR 1993 FNL <br />