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2012-12-03_REVISION - M1980244
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2012-12-03_REVISION - M1980244
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Last modified
2/2/2023 2:35:29 PM
Creation date
12/4/2012 3:09:51 PM
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
12/3/2012
Doc Name
TR-66 SUBMITTAL
From
CC&V
To
DRMS
Type & Sequence
TR66
Email Name
TAK
TC1
Media Type
D
Archive
No
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As part of MLE, the solution enrichment circuit was upgraded at the AGADR to allow an option <br />to circulate pregnant solution from Phases I, II and IV PSSAs onto Phase 5 of the AGVLF <br />affecting enrichment of the gold in solution. As part of the enrichment circuit upgrade, pregnant <br />solution from the Phases I, II and IV PSSAs can either be pumped to the pregnant solution <br />distribution tank and into the carbon trains at the AGADR or can be pumped to the enrichment <br />tank for routing to Phase 5 of the VLF. The enrichment tank is an existing tank located adjacent <br />to the barren solution tank and within the existing AGADR containment system. The enrichment <br />tank has a capacity of 100,000 gallons. The potential maximum total amount of solution in <br />circulation at the AGVLF is about 29,100 gpm, distributed equally between the Phases I, II, III <br />and IV of AGVLF and associated PSSAs at an average combined rate of 16,000 gpm (maximum <br />total rate of 19,000 gpm) and the Phase 5 of AGVLF and PSSA at a rate of approximately 10,000 <br />gpm. At any one time, the amount entering the AGADR for gold recovery is no more than <br />approximately 17,000 gpm and averages approximately 16,000 gpm. <br />As part of MLE2, two steel pipelines will be constructed from the AGADR to the SGADR to <br />allow transfer of fresh water and barren solution from the AGADR to the SGADR. The barren <br />solution pipeline will be 24 inches in diameter and will be double - walled where it runs on <br />unlined ground. The fresh water pipeline will be 12 inches in diameter. Water and barren <br />solution will flow through the pipelines partially by gravity flow and partially by pumping. <br />8.1.1 Process Solution Enhancement System ( "PSES ") <br />Process solution. upstream from the carbon trains within the AGADR will be directed to <br />and from the PSES. through the AGADR facilities, then acain to and from the PSES. <br />The subsequent enhanced barren solution will then be distributed onto the AGVLF as <br />currentl\ desiuned. The attached Block Flow Diauram. Drawinu No. 10- 100 -03. outlines <br />the conceptual flow paths. <br />The follow inc is a bit more detailed explanation of the desiuned flow path and maximum <br />flows: <br />A maximum of approximately 20.000 gpm of flow from the pregnant solution head tank <br />("Pree Tank " ") will proceed to the Process Solution ( " ") Stabilization tank within the <br />PSES. This will allow the PS to reach an equilibrium state within the tank. <br />Approximatelâ– 4.000 apm of PS will be directly diverted to the Splitter Box. located at <br />the head of the Comae 'Trains. Approximately 16.000 epm of PS w ill be pumped to the <br />AGADR to be processed in the existinu carbon trains, and then proceed back clown to the <br />PSES to the Splitter Box. <br />Cripple Creek & Victor Gold Mining Company <br />Cresson Project Mine Life Extension 2 <br />8 -4 <br />Formatted: Tab stops: 1.19", Left + Not at <br />2.63" <br />
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