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2008-04-15_REVISION - M1980244 (329)
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2008-04-15_REVISION - M1980244 (329)
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Last modified
6/15/2021 5:52:13 PM
Creation date
5/12/2008 10:33:47 AM
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
4/15/2008
Doc Name
VOL VII APP 13 Summary Audit Report
From
CC & V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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• <br />Discuss the basis for this Finding/Deficiencies Identified: <br />This requirement is not applicable; CC&V employs heap leach extraction <br />methods exclusively, and does not generate mill tailings. <br />4.3 Implement a comprehensive water management program to protect <br />against unintentional releases. <br />The operation is: ^ in full compliance <br />^ in substantial compliance <br />CC&V has developed a comprehensive water balance using a probabilistic model <br />that has been approved by the State of Colorado DRMS and adapted for site <br />conditions. The model considers: metered flow data, in-heap storage (heap and <br />ponds), evaporation, precipitation, ore moisture content, storm events, potential <br />power outages, and other parameters. CC&V staff have refined the model to <br />track and predict the following parameters on a daily basis: <br />Discuss the basis for the Finding/Deficiencies Identified: <br />• <br />water into the system from ore moisture, precipitation, pumpback from <br />the VLF underdrain system, external storage pond, plant outflows, and <br />fresh water addition; and <br />• <br />• water out of the system from evaporation; VLF areas under leach; water <br />required to saturate ore; required makeup water (internal pond variance), <br />and excess (deficit) of optimum operating requirement. <br />^ not in compliance ...with Standard of Practice 4.2. <br />^ not in compliance ...with Standard of Practice 4.3. <br />Water supply (about 2 cfs) is purchased from the City of Victor. Cost and supply <br />constraints necessitate a very conscientious and thorough water management <br />approach. An additiona1100 gpm can be purchased from the City of Cripple <br />Creek if so required. A maximum of about 1100 gpm is available for the <br />operation; however, average consumption is typically <500gpm. No solutions <br />are discharged to surface waters. The nearest perennial surface water (Cripple <br />Creek) is about 2 miles from the operation. Arequa Gulch (downgradient from <br />Cresson Proiect <br />Name of Mine <br />--`'~~~ ~ <br />Signature of Lead Auditor <br />10 September 2007 <br />Date <br />Page 13 of 41 <br />
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