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HYDRO23599
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Entry Properties
Last modified
8/24/2016 8:44:03 PM
Creation date
11/20/2007 3:56:08 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
Hydrology
Doc Date
9/22/1999
Doc Name
3RD QUARTER 1999 Inspections
From
GREAT DIVIDE ENGINEERING & SURVEYING
Permit Index Doc Type
SEDIMENT POND INSPECTIONS
Media Type
D
Archive
No
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C ~--~'~. <br />1128 MAIN STREET (719) 275-8881 <br />CANON CITY, COLORADO 81212 <br />Energy Fuels Coal, Inc. <br />Mr. Alan Weaver <br />Southfield Mine <br />1190 County Road 92 <br />Florence, CO 81226 <br />RE: CERTIFICATION OF RECYCLE IMPOUNDMENT POND NO. 2, <br />SOUTFIFTELD MINE, FLORENCE, COLORADO (3rd Quarter, 1999) <br />Dear Al; <br />On September 22, 1999, an inspection was conducted on the Recycle <br />Impoundment Pond No. 2 currently in place at your Southfield mine. The inspection was <br />performed by myself, John Effinger III, a registered professional engineer in the State of <br />Colorado since December, 1975. I have experience and knowledge in the design and <br />construction of dams, drainage control, hydrology and structures; including experience in <br />portions of the permitting process of coal mine facilities and permit compliance. <br />The purpose of this inspection and certification was to check for structural <br />weakness, erasion, other hazardous conditions and identify required maintenance and to <br />satisfy the requiremems of Rule 4.05.9 (]3) of the Colorado Mined Land Reclamation <br />Board for Coal Mining. In addition to the on site inspection referenced above, actions <br />taken in preparing this certification inchrded review and discussion of applicable mine <br />maps and state regulations with yourself. <br />Said inspection was performed on a warm (78°), mostly sunny Wednesday mid- <br />morning by myself. Most of the site was traversed with a two wheel drive vehicle with <br />frequent stops and hrking trips around the impoundment. The following is a statement of <br />my professional observations and conclusions from this inspection: <br />The entire impoundment was examined for structural weakness, erosion, tears to <br />hypalon lining and other hazardous conditions. <br />A small amount of influent into pond at time of this inspection. <br />Sediments at influent. <br />
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