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REV90404
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REV90404
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Entry Properties
Last modified
8/25/2016 3:12:08 AM
Creation date
11/21/2007 11:02:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
Revision
Doc Date
12/4/1995
Doc Name
WATER TREATMENT POND AS BUILTS CLIMAX MOLYBDENUM CO HENDERSON MINE PN M-77-342
From
DMG
To
ANNE IHLENFELDT
Type & Sequence
TR4
Media Type
D
Archive
No
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I~~ 1~~1~~!~~II~~ I~~ • <br />r <br />STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />DeUanmenl of Natural Rewurce~ <br />1313 Sherman SI . Room ? 15 <br />Denver, Culorado 80203 <br />Phone: 1303)A66-3567 <br />FAx: U03) 83?-8106 <br />I~~~ <br />DEPARTMENT OF <br />NATURAL <br />RESOURCES <br />Roy Romer <br />BENT VIA FACBIMILE Governor <br />lames S Lochhead <br />Executive Director <br />Michael B. Long <br />DATE: December 4, 1995 Drvieinn Director <br />TO: Anne Ihlenfeldt, Henderson Mine Environmental Coordinator <br />FROM: Allen Sorenson <br />RE: Water Treatment Pond As-Builts, Climax Molybdenum Company, <br />Henderson Mine, Permit No. M-77-342 <br />The Climax Molybdenum Company recently completed installation of a new <br />water treatment pond at the Henderson Mine. The new pond is considered <br />an Environmental Protection Facility under the terms of the Mineral Rules <br />and Regulations of the Mined Land Reclamation Board. Rule 7.3.1(5) <br />requires that "No chemicals used in the extractive metallurgical process <br />or toxic or acid-forming materials shall be placed in constructed <br />facilities until the Board or Office accepts the certification of the <br />facility, or phase thereof, that precedes placement". The following basic <br />elements will be required in the As-Built report for facility <br />certification: <br />1. A description of earthworks completed, including fill placement and <br />compaction, and a tabulation of earthworks quality assurance <br />testing. <br />2. "As-Constructed" drawings and description of the pond including <br />inlet and outlet works. <br />3. Demonstration of pond side-slope stability based on soil shear <br />strength testing. <br />4. Description of liner QA/QC including pressure and vacuum testing. <br />5. Subgrade acceptance forms from liner contractor. <br />6. A drawing showing the location and configuration of each liner <br />panel. <br />C:~WPSI~HENASBLT <br />
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