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Supplementary Site Assessment Report <br /> Former Mobil Bulk Plant 04-343 <br /> April 26, 1996 <br /> 7.0 REFERENCES <br /> ' Alton Geoscience, 1990. Soil Excavation and Preliminary Groundwater Investigation Report, <br /> December 14, 1990. <br /> Alton Geoscience, 1993. Human Health Risk Assessment For Petroleum Hydrocarbons In Soil <br /> and Groundwater, Former Mobil Oil Bulk Plant 04-343, 500 East Grantline Road, Tracy, <br /> California, June 29, 1993. <br /> 1 Alton Geoscience, 1996a. Quarterly Progress Report, January 24, 1996. <br /> Alton Geoscience, 1996b. Quarterly Progress Report, April 29, 1996. <br /> Borden, R. C., Gomez, C. A., and Becker, M. T., 1995. Geochemical Indicators of Intrinsic <br /> ' Bioremediation, Ground Water. Vol. 33, PP. 180-189. <br /> Regenesis Bioremediation Products, 27130A Paseo Espada, Ste. 1407, San Juan Capistrano, <br /> California 92675. Technical Bulletins III.2, IVA, and IV.S. <br /> Regenesis Bioremediation Products, personal communication with Dave Peterson, April, 1996. <br /> ' U.S. EPA, 1995. How to Evaluate Alternative Cleanup Technologies for Underground Storage <br /> ' Tank Sites. Volume 8, May, 1995. <br /> United States Geological Survey, Tracy and Union Island Quadrangles, 7.5 Minute Series, <br /> ' USGS, Denver, Colorado, 1954, 1978, 1981, 1986. <br /> Young, L. Y., 1984. Anaerobic Degradation of Aromatic Compounds. D. T. Gibson (ed.). <br /> ' Marcel-Dekker-Inc., New York. pp. 487-523. <br /> i <br /> 1 <br /> The site assessment activities summarized in this report have been conducted in accordance with current practice and the <br /> standard of care exercised by geologists and engineers performing similar tasks in this area. No warranty, expressed or <br /> implied, is made regarding the conclusions and recommendations presented in this report. The conclusions and <br /> recommendations are based solely upon an analysis of the observed conditions. If actual conditions differ from those <br /> described in this report, our office should be notified. <br /> 9 <br /> 1 <br />