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' FIRST QUARTER 1997 GROUND WATER MONITORING REPORT San Joaquin County <br /> Montgomery Ward Auto Service Center Public Health Services Department <br /> 5400 Pacific Avenue Stockton CA Site Code 2163 <br /> Ichilled until delivered to the laboratory for analytical testing All samples were logged on a <br /> chain of custody record form (see Appendix B) <br /> 2 3 SAMPLING EQUIPMENT CLEANING PROTOCOL <br /> The submersible pump and hose system (Equipment), used only to purge the wells prior to <br /> sampling, was decontaminated between each event using the following procedure <br /> ■ The Equipment was flushed in a solution of Alconox detergent and tap water, and <br /> ■ The Equipment was flushed with tap water <br /> 2 4 EFFLUENT HANDLING <br /> IAll effluent generated during purging, sampling and equipment decontamination activities was <br /> sealed in labeled 55-gallon drums The drums were stored in a secured area on the <br /> Montgomery Ward site pending proper disposal <br /> 3.0 ANALYTICAL TESTING <br /> The samples were delivered for analytical testing to BC Analytical (BCA), a state certified <br /> I hazardous waste testing laboratory (Certificate No 1353) BCA is certified for all tests <br /> completed as part of this investigation The samples were tested for halogenated volatile <br /> organic compounds using EPA Method 8010, benzene, toluene, ethylbenzene, xylenes (BTEX) <br /> I and methyl tertiary butyl ether (MTBE) using EPA Method 8020, and total petroleum <br /> hydrocarbons as gasoline (TPH-G) using modified EPA Method 8015 The results of the <br /> testing are shown on Table 2 and in Figure 3 The laboratory reports are contained in <br /> Appendix B <br /> 4.0 DISCUSSION <br /> The current gauging data indicate that the ground water elevations in the wells have risen on <br /> f average approximately 1 8 feet as compared to the previous quarter's measurements (see Table <br /> 1) Interpretation of the ground water elevation map indicates that the predominant direction <br /> of ground water flow below the Montgomery Ward site, at the time of measurement, was <br /> generally northeasterly at a hydraulic gradient of approximately 0 004 foot/foot (see Figure 2) t/ <br /> The ground water flow direction for previous quarters for whic ata are available is as <br /> follows <br /> Project No 1232 - 2 - ENVIRONMENTAL AUDIT, INC <br />