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7.0 REFERENCES <br />Adrian Brown Consultants, Inc. (ABC). 1998. Hydrologic Evaluation Cresson Project <br />Expansion Cripple Creek and Victor, report dated April 30. <br />Alpers, C.N., Nordstrom, D.K., and Thompson, J.M. 1994. Seasonal Variations of Zn/Cu ratios <br />in Acid Mine Water from Iron Mountain, California, In Environmental Geochemistry of <br />Sulfide Oxidation, eds. C.N. Alpers and D.W. Blows, ACS Symposium Series 5~0, <br />American Chemical Society, Washington D.C. <br />Bayless, E.R. and Olyphant, G.A. 1993. Acid-generating salts and their relationship to the <br />chemistry of groundwater and storm Runoff at an abandoned mine site in southwestern <br />Indiana, U.S.A. Journal of Contaminant Hydrology 12, 313 - 328. <br />Denny, E.H., Marshall, K.L., Fieldner, A.C., Emery, A.H., Yant, W.P., and Selvig, W.A. 1930. <br />Rock-strata gases of the Cripple Creek District, Colo. and their effect on mining. US. <br />Bur. Mines Bull. 317, U.S. Government Printing Office, Washington, D.C. <br />Hydrologic Consultants, Inc. (HCI). 1993 and 1994. Prediction of Potential Changes in <br />Quantity and Quality of Discharge from Cazl[on Tunnel Associated with Proposed <br />Expansion of Cresson Pit, report dated March. <br />Keith D.C., Runnells, D.D., Esposito, K.J., Chermak, J.A., Hannula, S.R. 1999. Efflorescent <br />• sulfate salts -Chemistry, mineralogy, and effects on ARD streams. Tailings and Mine <br />waste '99 proceedings pp. X73 - 579. (and in press in Applied Geochemistry) <br />Lindgren, W. and Ransome, F. L. 1906. Geology and gold deposits of the Cripple Creek <br />District, Colorado. Professiol:nl Poper No. 54, U. S. Geol. Surv., Goverrunent Printing <br />Office, Washington, D.C. <br />Shepherd Miller, Inc. (SMI). 1998. Effects of Geochemical Processes on Carlton Tunnel Water, <br />Cresson Mine, Cripple Creek Mining District, Colorado. Dated Apri13. <br />• <br />Cripple Creek & Virlor Gold Mining Campnnl• Slnpl~rrd hli(Irr, lnr. <br />i~D/.~.NOFD~P-DRIVEVW76:WynnUUnrAnatl Jx 12 November?2, /999 <br />