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PERMFILE128342
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PERMFILE128342
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Last modified
8/24/2016 10:25:28 PM
Creation date
11/25/2007 5:59:43 PM
Metadata
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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 />' leach pad waters and processed through a traditional carbon <br />column process to remove the gold and silver which will then <br />' be melted into dory bars. <br />' Mill facilities design specifications have not been <br />completed. The design will include provisions for• containment <br />' and recovery of spilled materials. Mill facilities designs will <br />be submitted to the Division upon completion. <br />The concentrates from the carbon-in-leach circuit will <br />be rinsed with fresh water and combined with the flotation <br />' tailings. The combined tailings/concentrates will be <br />neutralized to a level of 0.2 ppm free cyanide prior to <br />disposal. The combined tailings will be dewatered to between <br />20 and 22 percent moisture content and trucked :o the south <br />waste rock disposal area for disposal. The cyanide levels will <br />be measured at the point of disposal. Measurinc will occur <br />once each day during the initial two weeks of dispcsal and once <br />t each week thereafter. <br />' The pipeline corridor which contains the barren and <br />pregnant solution pipes will connect the mill area with the <br />t solution ponds. The corridor consists of dual berms creating <br />a ditch adjacent to the leach pad and access road, and shall <br />be lined with HDPE synthetic liner. In the event of a pipe <br />rupture, solution leakage will drain either to the barren <br />solution pond or to an emergency storage pond in the mill area. <br />' A typical section through the pipeline corridor is shown on <br />Figure C-12. Typical details in the vicinity of tF~e mill area <br />' are shown on Figure D.5-1. <br />' The emergency storage pond is sized to contain <br />approximately 100,000 gallons which is sufficient for a double <br />pipe break scenario involving a one-hour response period. <br />1 <br />1 <br />D-33 (Revised 4/20/89) <br />
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