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<br /> <br />A. J. Waldron -2- May 19, 1995 <br />still a valid analysis. That stability analysis indicates a factor <br />of safety of 1.43 for sliding and 2.33 for overturning. <br />All dams leak a certain amount. These dams leak to the extent that <br />a point source discharge is apparent. Therefore, the function of <br />the dams is diminished by the leaks. The remedial action required <br />to get the dams to function appropriately is to place an impervious <br />liner on the upstream face of each of the dams. The Operator is <br />currently investigating liner options and will advise the Division <br />by June 1 what course of action it intends to pursue. <br />Please call if you have any questions. <br />Sincerely, <br />`~ <br />Jim Stover, P.E. <br />Consulting Engineer <br />cc: Basil Bear <br />