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California Department of Transportation September 6, 2001 <br /> Shop 10 Maintenance Station, Stockton, California Project No 400296001 <br /> beled, reconditioned 55-gallon drums The drums were left on-site to be maintained by <br /> Caltrans <br /> 4.3. Laboratory Analysis <br /> The groundwater samples were submitted for analysis to AL, a State of California-certified <br /> hazardous waste analytical laboratory Samples were analyzed for TPH-G and TPH-D, using <br /> EPA method 8015 (modified), and volatile organic compound (VOCs), including MTBE, <br /> tertiary-amyl-methyl ether (TAME), isopropyl ether (DIPE), tertiary butyl alcohol (TBA), <br /> and ethyl-tertiary-butyl ether (ETBE) using EPA method 8260B Samples were also ana- <br /> lyzed for BTEX using EPA method 8021 B A summary of the past and present laboratory <br /> results for the groundwater samples is presented in Table 1 Copies of laboratory results and <br /> chain-of-custody documents are included in Appendix B <br /> • S SUMMARY AND CONCLUSIONS <br /> Ninyo & Moore measured depth-to-groundwater and sampled ten wells at the site on June 4-5, <br /> 2001 Groundwater elevation data indicates that the groundwater flow is to the northeast beneath <br /> the site with a hydraulic gradient of 0 21 feet per foot Comparatively, groundwater measure- <br /> ments recorded during the last monitoring event in March 2001 indicated groundwater <br /> movement beneath the site was to the east with a gradient of 0 006 feet per foot The groundwa- <br /> ter elevation has increased in all wells since the last sampling event Groundwater elevations <br /> have decreased in monitoring well MW-9 by 0 95 ft , MW-11 by 0 41 ft , MW-12 by 0 84 ft , <br /> MW-13 by 1 0 ft , MW-16 by 0 89 ft , MW-19 by 10 ft , MW-20 by 1 0 f1 , MW-24 by 0 95 ft , <br /> MW-25 by 2 05 ft and VM-1 by 0 95 ft <br /> Laboratory data indicates changes in concentrations in many of the compounds analyzed in sam- <br /> ples taken from various wells on site since the last monitoring event <br /> In well VM-1, TPH-G concentration increased from 1,200 µg/l to 3,100 µg/1 Benzene increased <br /> • from 217 µg11 to 706 µg/1 Toluene concentration increased from non-detectable levels to 4 0 <br /> 0296 Olrshoplo 2QOl doc L� <br />