2011-03-14_REVISION - M1977493 (65)

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CM0001777 u TABLE 5 SUMMARY OF SEEPAGE ANALYSIS RESULTS NO. 1 DAM IMPOUNDMENT DESIGN CLIMAX MOLYBDENUM COMPANY CLIMAX, COLORADO • E TOTAL SEEPAGE FOR WATER ELEVATIONS CUTOFF WALL CONFIGURATION ENTIRE DAM LENGTH (gallon/day) • Seepwater Pond at 10,894' • Robinson Lake at 10,875' • no cutoff wall 11,220 • Seepwater Pond at 10,894' • 36" thick cutoff wall to top of fractured • Robinson Lake at 10,875' bedrock 2,618 • Seepwater Pond at 10,882' • Robinson Lake at 10,875' • no cutoff wall 8,976 • Seepwater Pond at 10,882' • 36" thick cutoff wall to top of fractured • Robinson Lake at 10,875' bedrock 2,319 • Seepwater Pond at 10,894' • 24" thick cutoff wall to top of competent • Robinson Lake at 10,875' bedrock 748 • Seepwater Pond at 10,894' • 24" thick cutoff wail to top of competent • Robinson Lake at 10,875' bedrock 1,122 • increased Vdraulic conductivity of inner core (to 10 cm/sec) • Seepwater Pond at 10,894' • inner core extended through the subgrade • Robinson Lake at 10,875' to top of fractured bedrock at st: 10' thick. 1,421 • increased Vdraulic conductivity of inner core (to 10 cm/sec) • 24" thick cutoff wall to top of competent bedrock • Seepwater Pond at 10,894' • inner core extended through the subgrade • Robinson Lake at 10,875' to top of fractured bedrock at;-- 20' thick. 1,122 • increased Vdraulic conductivity of inner core (to 10 cm/sec) • 24" thick cutoff wall to top of competent bedrock 610ATAHLUDOC [?1l W _nwi Environmental