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be contained within alined area. If a pipe break occurs in either <br />the tailings delivery or water reclaim lines, the slurry or water <br />will be contained and conveyed to the tailings disposal area. <br />The spill notification list remains the same as that presented <br />in Section D.12 of the approved permit. An amended Emergency Response <br />Plan is presented in Appendix M. <br />D.12 References <br />This section contains those references which are being added <br />to the reference list of the approved permit. References found in <br />the text but not listed in this section of the amendment can be found <br />in Section D.12 of the approved permit. <br />Brown, Adrian (1987), "Flow Through a Hole in a Liner`, unpublished <br />technical paper. <br />Chow, V.T. (1959), Ooen Channel Hvdraulics, McGraw-Hill Publishing <br />Company, New York City, New York. <br />Holtz, R., Kovacs, W. (1981), Geotechnical Engineering, Prentice- <br />Hall, Englewood New Jersey. <br />Laliberte, G.E., Corey, A.T., and Brooks, R.H. (1966), Properties <br />of Unsaturated Porous Media, Colorado State University Research <br />Report, Fort Collins, Colorado. <br />McWhorter, D.B. and Nelson, J.D. (1979), "Unsaturated Flow Beneath <br />Tailings Impoundments",Journal of the Geotechnicpl Enoineerina <br />Division. American Society of Civil Engineers, Vol. 105, No. <br />GT 11, November 1979, pp 1311-1334. <br />McWhorter, D.B. and Sunadam D.K. (1971), Groundwater Hvdrologv and <br />Hvdraulics, Water Resource Publications. In Introduction to <br />Evaluation, Design and Operation of Precious Metal Heap <br />D-17 <br />