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PERMFILE128342
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PERMFILE128342
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Entry Properties
Last modified
8/24/2016 10:25:28 PM
Creation date
11/25/2007 5:59:43 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Permit File
Doc Date
11/8/1988
Section_Exhibit Name
EXHIBIT D MINE PLAN
Media Type
D
Archive
No
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<br />' If <br />i <br />d <br />h <br /> seepage management operat <br />ons in <br />icate that t <br />ere is <br /> a potential for large volumes of seepage which aay affect the <br /> long-term stability of the rock buttress, a low permeability <br /> barrier such as a slurry wall will be installed through the <br />1 alluvium and keyed into the surrounding Santa Fe Conglomerate <br /> to cut-off seepage through the alluvium. Preliminary designs <br />t are discussed in Section E.3.1. <br /> D.3 Waste Rock Disoosal <br /> <br /> D.3.1 General <br />I <br /> The six proposed waste rock disposal site:; are located <br />' as shown on the General Facilities Arrangement, Figure C-2. <br /> The waste rock disposal facilities have been sized to hold a <br />' minimum of 22,500,000 tons of waste rock at an assumed average <br />d <br />it <br />f 110 <br />d <br />bi <br />t <br />f <br />Fi <br />f th <br />t <br />f <br /> ens <br />y o <br />poun <br />s per cu <br />c <br />oo <br />(pc <br />). <br />ve o <br />e was <br />e <br /> rock disposal areas are located north of the Rita Seca. The <br /> sixth waste rock disposal area, which is also the largest, is <br /> located to the south of the Rito Seco and immediately north <br /> of the millsite. The southern waste rock disposal area will <br /> also include an area for disposal of dewatered tailings in <br />' conjunction with waste rock materials. <br />' The waste rock disposal facilities have been designed <br />with slope angles of 33.5 degrees from the horizontal plane <br />or 1.5H:1V. In practice, the waste rock will be end dumped in <br />50-ft maximum lifts and will assume a slope equal to the angle <br />of repose for the waste rock material. Upon final^eclamation, <br />' the outslopes will be adjusted by grading to a 3H:1V overall <br />slope broken by 15-ft dozer width benches every 50 ft in <br />vertical height. Figures C-2, D.3-1 and D.3-2 show the waste <br />rock disposal areas in plan view. Figure D.3-3 shows a cross- <br />' sectional view of the southern waste rock disposal area. <br />' D-9 (Revised 4/20/89) <br />
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