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As presented in Table 1, the stability sections indicate that the FS meets or exceeds the minimum <br /> recommended value of 1.3 under static conditions and 1.15 under seismic conditions for a design <br /> PGA of 0.14g. These results are considered appropriate given that the Test Cell will be temporary <br /> and it is a low risk facility fully contained within a lined facility. <br /> If you have any questions about the information contained in this memo, please contact us. <br /> Profe ' r seal <br /> .•gyp: 1NKE�o'•po <br /> LS <br /> • 62 0: <br /> NAL <br /> Kimberly rrison, P.E. <br /> Director, Tailings &Water Management <br /> Page 4 <br />