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2000-09-13_REVISION - M1977493 (3)
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2000-09-13_REVISION - M1977493 (3)
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Entry Properties
Last modified
6/16/2021 5:41:57 PM
Creation date
1/31/2013 6:59:56 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
REVISION
Doc Date
9/13/2000
Doc Name
Surety Reduction Request
From
Climax
To
DMG
Type & Sequence
SR3
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Petition for Partial Relei FFinancial Warranty <br /> Climax Molybdenum Company <br /> Permit #M-77 493 September 1, 1999 <br /> coarse-grained materials from a borrow site adjacent to the impoundment was the most effective <br /> and permanent remedy for the erosion problem. <br /> The Mayflower capping project began in 1988 and continued through the construction seasons of <br /> 1989 and 1990 when it was completed. Borrow material was extracted from the slope on the east <br /> side of the tailings impoundment, hauled to the coverage areas, and spread in a single 18" lift on <br /> the impoundment flats and to a 3' depth on the dam face. Approximately 300,000 cu. yds. of <br /> material was used to cap 124 acres (36 percent), of the 346-acre impoundment. <br /> Growth media was applied to an average depth of 18" over the rock cap. Growth media <br /> consisted of clean sandy loam material with an average 2.8 percent organics. Growth material <br /> was excavated from the adjacent borrow area. Biosolids were obtained from the Snake River <br /> Waste Water Treatment Plant (WWTP) in Summit County and were applied to the surface of the <br /> Mayflower cap as a growth media enhancement and substitute. Use of biosolids was permitted <br /> under the Biosolids Management Program of the Colorado Department of Public Health and <br /> Environment (CDPHE) (CDPHE BMP #0405). Biosolids incorporated into the Climax <br /> reclamation program meet Colorado's Grade I criteria with respect to metals and are applied at a <br /> rate of approximately 25 dry tons per acre. From 1990 into 1997, approximately 31 acres of the <br /> Mayflower tailings area were amended with biosolids with excellent results. Use of biosolids <br /> will continue into the future at various areas at Climax. <br /> Figure 1 delineates those areas on the Mayflower tailings impoundment which have been <br /> completed as well as the area of the remaining 218 acres. Figures 16 and 17 are photographs of <br /> the area prior to, during, and following reclamation work. Figures 18 through 20 show the area <br /> in 1992, 1996, and in July 1999. As discussed, the capping task is 36 percent complete and <br /> grading work on ancillary area C 19 is 100 percent complete. Therefore, Climax seeks a <br /> reduction in warranty for these elements of. $737,333• Geogrid installation, grading, and <br /> capping of the remain 218 acres of Mayflower remains to be done. Thus, that portion of the <br /> warranty remains unchanged. <br /> 3.5 Robinson Tailings Area <br /> The Robinson tailings impoundment encompasses 667 acres straddling the Continental Divide <br /> northwest of the mine and mill area. The Robinson impoundment was the first engineered <br /> tailings impoundment at Climax and was constructed in the mid-1930s. Prior to that, tailings <br /> were deposited, ad hoc, below the mill in the area now completely covered by the mine/mill yard <br /> and E-dump. The Robinson impoundment was active through the 1970s. Although this <br /> impoundment contained some additional storage area. Climax determined in the 1980s to <br /> decommission the area and designate the Ten Mile tailings impoundment as the primary tailings <br /> deposition site for the mine. As the water pool receded and the increasing beach areas and No. 1 <br /> Dam dried, wind-blown tailings became a regulatory issue causing Climax to initiate planning <br /> toward closure and reclamation of the area per the conditions of the amended (1989) permit. The <br /> permit requires that the Robinson impoundment flats be capped with rock material to a minimum <br /> 100419/Climax/Report.doc 8 <br />
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