Laserfiche WebLink
~- 1 <br />~' <br />,.§.~.. <br />MINE ID # OR PROSPECTING ID # <br />INSPECTION DATE 8/30/99 <br />(Page 3) <br />M-77-493 <br />INSPECTOR'S INITIALS ACS <br />planting shows a dense establishment of mature grass, and the 1998 planting shows very good germination <br />and first season growth. The two biosolids areas inspected are an indication that the program will be <br />an effective means to establish vegetation on topsoil deficient reclamation projects at Climax. <br />The 3-Dam reclamation project and the Ten Mile tailing pond were inspected. The face of 3-Dam was <br />capped with borrow material in 1997. During 1998 tailings dust from the Ten Mile Pond drifted onto the <br />capped dam face on the upper two bench slopes. During the summer of 1999, Climax ripped the drifted <br />tailings into the capping material, seeded the affected area, and hydroapplied compost mulch. The <br />hydroapplied compost is being used at a number of reclamation areas at Climax. The compost is believed <br />to be as effective as a wood fiber hydromulch, but is less expensive and may be effective as an organic <br />amendment. In order to prevent further dusting of tailings from the Ten Mile Pond, Climax began using <br />a dust suppressant comprised of cement and wood fiber mulch applied with a hydromulcher. Based on <br />observation during the summer of 1999, this treatment appears to be superior to coherex for the Climax <br />tailings, and may hold up over the winter. This will prevent dusting during the critical period in the <br />spring when the snow has receded but the ponds are inaccessible for palliative application. <br />Drill seeding of the 3-Dam face and the 3-Dam borrow areas has resulted in uneven germination. <br />Apparently some areas were skipped by the drill seeder and will require reseeding. <br />Climax has undertaken a bone yard consolidation and general clean up at the site. It was observed <br />during this inspection that junk and debris has been removed from all areas or is in the process of <br />being removed. Usable or salvageable parts and equipment are being organized and consolidated. Non- <br />usable concrete tailing pipe has been consolidated and will be buried in accordance with the approval <br />issued by the Division on 8/20/99. <br />The East Fork of the Eagle River at the confluence with the Eagle Park Reservoir outlet channel was <br />inspected. Climax is required under the terms of revision SR-02 to monitor water quality in the East <br />Fork above and below the confluence. The initial data show a higher concentration of total iron below <br />the confluence even though the data on reservoir releases show very low iron concentrations. Climax <br />postulates that the outlet channel is being scoured by the reservoir releases after many years of no- <br />flow, and that once the outlet channel is seasoned the total iron concentrations will drop. Based on <br />observations made during this inspection this appears to be a viable explanation. The outlet channel <br />had visibly much higher percentage of fine-grained streambed materials than the East Fork of the Eagle <br />River. It was suggested that Climax add a monitoring point some distance downstream of the confluence. <br />It would be expected that sediments stirred up by the reservoir releases will have settled out a short <br />distance below the confluence, and that total iron concentrations would return to a low level. <br />The Eagle Park Reservoir outlet works were inspected. This is one of the sampling points required <br />under the terms of revision SR-02. The channel between the end of the outlet pipe and the flume has <br />been stabilized with shot Crete. <br />The 7-shaft area was inspected. Climax has removed the superstructure associated with this vent shaft <br />and has installed a poured-in-place concrete closure. Building foundation removal or burial for <br />reclamation has not been completed. There may also be a manway tunnel into the shaft to be sealed. For <br />release of reclamation responsibility on the poured concrete closure, the Division would require a <br />report on the reinforcing, concrete strength, and design to key the closure into competent foundation. <br />cc: Carl Mount. DMG <br />I & E Contact Address <br /> ^ CE <br />NAME Brvice Romic ^ BL <br />OPERATOR Climax Molybdenum COI[IpanV ^ FS <br />STREET Climax Mine ^ HW <br />CITY/STATE/ZIP Climax. CO 60429 ^ HMWMD (CH) <br /> ^ SE <br /> ^ WQCD (CH) <br /> ^ OTHER <br />