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` - ! <br /> ,05 November 2001 „ <br /> AGE-NC Project No: 95-0106 z <br /> Page 2 of 5. ' <br /> Temperature,pH and conductivity were measured at 0.5-gallon to 2-gallon intervals, as appropriate, <br /> using an Oakton water analyzer to monitor stabilization of these groundwater parameters; Field data <br /> ;.logs are-in'clud'ed in Appendix A,, Purged water was•,temporarily stored on-site. in 55-gallon <br /> DOT-approved H-17 storage drums pending proper disposal. <br /> 3.2. COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br /> Water sarriples were collected from each monitoring well using.new,disposable bailers. The samples <br /> were .transferred into' 40-m1 EPA-approved vials containing 0.5 rnl'1'8% hydrochloric 'acid as a <br /> ;. preservative. The sample=vials.were then labeled with'the monitoring well designation,,date, time <br /> of sampling and ilie sampler's initials. The-'sam' ples were transported in a chilled container under- , <br /> i; chain of custody to McCarnpbell Analytical, Inc. (MAI), a California Department of Health Services <br /> (DHS)=certified analytical laboratory for analysis.-The samples were.analyzed for- <br /> ho Total petroleum hydrocarbons quantified as gasoline. (TPH-g) in accordance with <br /> EPA Method.8015 Modified, and <br /> Volatile aromatic,compounds; specifically benzene, toluene, ethyibenzene, and total xylenes <br /> (BTEX) with methyl tertiary butyl ether (MTBE) in accordance.with EPA Method 8020. <br /> 4:0: FIN-PINGS', <br />' Ground water.,elevation and flow.direction were inferred from field data; hydrocarbon-impact-to <br /> groundwater was was quantified by laboratory analysis o'f the ground water samples. , <br /> 4 1.: GROUND WATER'ELEVATION AND'FLOW DIRECTION <br /> The average relative ground.water elevationdecreased an average;of 0.99 feet.since the May 2000 .. <br /> monitoring event and the average flow direction' was northward, varying from northeastward,to <br /> northwestward. The,'average'ground water flow direction in the.area enclosed by monitoring wells <br /> MW3, MW4, and MW6 was toward the northeast at a-gradient of approxiniately.0.01 fft/ft, and the' <br /> flow direction-was toward the north=northwest'm' the area bounded byMW1, MW5,'and MW4 at <br />' a gradient of approximately 0.003 ft/ <br /> ft: water. elevations,data:-is'presented in Table 1; the <br /> contoured ground water elevation data is shown on Figure 3. <br /> N <br /> Advanced GeoEnvironmental,Inc. . <br />