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' Beginning in October 1996, ground water samples collected from the wells <br /> • at Site #1 have been analyzed for various water quality parameters (Table <br />' 3-2) and heterotrophic plate counts (for microbes) to evaluate the <br /> effectiveness of the natural attenuation process The increase in <br /> heterotrophic count in the samples collected from MW-4 and MW-5 when <br />' compared to baseline results indicates that the presence of the ORC socks <br /> is enhancing microbial activity As presented in Table 3-2, the general <br /> water quality parameter measurements confirm that the subsurface <br /> 1 conditions have changed from anaerobic to aerobic conditions, as <br /> evidenced by comparison of past-ORC to baseline (October 1996) <br /> conditions Furthermore, as discussed in Attachment A, pre-ORC <br />' measurements of certain constituents can be used to calculate the <br /> biodegradation capacity of the subsurface environment The calculations <br />' performed for Site #1 indicate that the biodegradation capacity is more <br /> than adequate to address the low levels of TPH and BTEX constituents <br /> currently present in ground water, with or without the continued addition <br />' of ORC <br /> Tank Site #2 <br /> Activities performed at Former Tank Site #2, located at 1325 West Weber <br /> Avenue include <br /> • Removal of a 500-gallon fuel UST (1991), <br /> • Installation of soil borings and four monitoring wells for site <br /> characterization (1992), <br /> • Excavation of hydrocarbon-contairung soils (1993), <br /> a Further characterization of the residual TPH levels within the <br /> excavations (1994), <br /> I • Quarterly monitoring of ground water chemical quality during the <br /> period April 1992 to April 1998, and <br /> • Ground water remediation consisting of ground water extraction (3 <br /> events during the period 1993 through 1994) and the installation of <br /> ORC socks <br /> A description of these activities is provided below <br /> 1 <br /> i <br /> I <br /> 3-5 <br /> I <br />