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in Appendix A. The borings were developed as monitoring wells <br />• and well completion data is included in Appendix B. Upon <br />completion of well construction, a permeability test was <br />conducted in each boring to determine existing permeabilities. <br />BH-12 was tested using a standard pump test method, while the <br />remaining borings were tested using a falling head test. <br />Permeability test results are contained in Appendix C. The <br />wells will be incorporated into the ongoing monitoring as <br />discussed in Exhibit G. <br />• <br />The supplemental drilling penetrated the water table at <br />a depth of approximately 178 feet below the ground surface. <br />The pump test completed in the water bearing zone of the Santa <br />Fe Conglomerate, BH-12, demonstrated a permeabi lity of 9 X 10- <br />s cm/sec. The falling head tests were conducted in unsaturated <br />materials in the Santa Fe Conglomerate in BH-13 and BH-14. As <br />the material progresses from an unsaturated to saturated <br />condition the measured permeabilities decreased. The <br />permeabilities at the end of testing in BH-13 was measured as <br />6 X 10-~ cm/sec. In BH-14 the permeability was measured at 1.1 <br />X 10-4 cm/sec. The falling head test completed in the <br />alluvial/colluvial soils, BH-15, showed a permeability greater <br />than 2.2 X 10-" cm/sec. <br />D.6.4 Tailings Characteristics <br />D.6.4.1 General <br />A sample of the tailings material from the San Luis ore <br />was generated at Battle Mountain Gold Company's Battle <br />Mountain, Nevada laboratory. The sample was processed at bench <br />scale using a simulated procedure similar to that described <br />for the milling operation in Section 0.5 of thi.~ report. <br /> <br />The tailings sample was tested for physical, <br />depositional, and geochemical characteristics. Summaries of <br />D-1u <br />