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2012-08-13_REVISION - M1982090 (2)
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2012-08-13_REVISION - M1982090 (2)
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Last modified
8/24/2016 5:05:10 PM
Creation date
8/20/2012 3:45:47 PM
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Template:
DRMS Permit Index
Permit No
M1982090
IBM Index Class Name
REVISION
Doc Date
8/13/2012
Doc Name
TR-04 SUBMITTAL
From
REARDON STEEL
To
DRMS
Email Name
RCO
Media Type
D
Archive
No
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Beyond the collapsed portal, the condition of the 14L drift is unknown. It was most recently used in the <br />early 1990s, which indicates that it is probably in relatively good condition. However, until the portal is <br />re- established, CBCI is assuming that some degree of rehabilitation will be required to safely access the <br />entirety of the 14L drift. Rehabilitation will likely consist of setting track, drilling, bolting, spiling, <br />mucking collapsed rock, setting timbers and steel sets, installing electrical and air utilities, constructing a <br />refuge chamber, and installing a ventilation system. The equipment that will be used in support of the <br />rehabilitation effort is included in Attachment F. <br />Only a small amount of rock is expected to be brought to the surface as a result of rehabilitating the 14L <br />drift. Rock brought to the surface will disposed of in a cut -slope that is north and adjacent to GA2, as <br />shown in Photos 6 and 7 and Figure 2. According to personnel previously employed by CBCI, the cut - <br />slope was created during reclamation activities in 2006. Waste rock was taken from the slope and used as <br />capping material over GA #1 and GA #2. The cut -slope should accommodate approximately 1,000 to <br />1,500 cubic yards of material in order match the surrounding slope of —1:2 (V:H). Although the actual <br />figures are unknown because the underground conditions are unknown, CBCI only anticipates disposing <br />of a maximum of 500 cubic yards in the cut - slope. In the event that the cut -slope is filled and rock <br />disposal is still required, CBCI will submit a separate TR that defines a different disposal area. <br />The steep cliffs surrounding the 112 permit boundary are comprised of Tertiary San Juan Tuff (Tsj) and <br />represent the rock that the 14L drift passes through prior to the Camp Bird vein (-14,000 feet from the <br />portal). Material derived from collapsed areas prior to the Camp Bird vein is expected to be barren, un- <br />mineralized, and un- altered Tsj. However, to ensure that the Tsj rock disposed of in the cut -slope is not <br />acid generating, CBCI will conduct periodic sampling of the disposed solids. A representative sample <br />will be collected from every collapsed zone encountered, or every 5,000 tons, whichever is more frequent. <br />The samples will be sent to a qualified analytical laboratory (e.g. ACZ labs) for acid:base accounting <br />(ABA). The procedures for ABA include the following: <br />Preparation (method in parentheses) <br />Air dry at 34° C (USDA No. 1, 1972) <br />Crush and Pulverize (ring & puck) (EPA- 600/2 -78 -054 3.1.3) <br />Saturated Paste Extraction (USDA No. 60 - 2) <br />Analytes (method in parentheses) <br />Acid Generation Potential (calculate based on Sulfur total) (M600/2 -78 -054 1.3) <br />Acid Neutralization Potential (calculate) (M600/2 -78 -054 1.3) <br />Acid -Base Potential (calculate based on Sulfur total) (M600/2 -78 -054 1.3) <br />Neutralization Potential as CaCO3 (M600/2 -78 -054 3.2.3) <br />pH, Saturated Paste (USDA No. 60 - 21A) <br />Solids, (Percent) (CLPSOW390, Part F, D -98) <br />Sulfur Forms (M600/2 -78 -054 3.2.4 -MOD) <br />The suite of ABA parameters listed above will provide several measures of acid generating and <br />neutralizing characteristics in addition to "forms of sulfur ". The forms of sulfur present (residual vs <br />organic vs sulfate derived) dictate whether an acid can form. All raw and summarized results will be <br />provided to DRMS. <br />Technical Revision, Camp Bird Mine 112 Permit (Permit No. M -1982 -090) Page 9 <br />
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