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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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~ ~ ~ <br />G <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 /> <br />III IIIIIIIIIIIIIIII <br />999 <br />RE: CERTIFICATION OF SEDIMENTATION POND NO. 4, SOU'I-HFIELD MINE, <br />FLORENCE, COLORADO (3rd Quarter, 1999) <br />Dear AI; <br />On September 22, 1999, an inspection was conducted on the Sedimentation Pond <br />No. 4 currently in place at your Southfield mine. The inspection was performed by myself, <br />John Effinger III, a registered professional engineer in the State of Colorado since <br />December, 1975. I have experience and knowledge in the design and construction of <br />dams, drainage control, hydrology and structures; including experience in portions of the <br />permitting process of coal mine facilities and permit compliance. <br />The purpose of this inspection and certification was to check for structural <br />weakness, erosioq other hazardous conditions and identify required maintenance and to <br />satisfy the requirements of Rule 4.05.6 (13) of the Colorado Mined Land Reclamation <br />Boazd for Coal Mining. In addition to the on site inspection referenced above, actions <br />taken in preparing this certification included review and discussion of applicable mine <br />snaps 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 hiking trips azound the pond. The following is a statement of my <br />professional observations and conclusions from this inspection: <br />The entire pond was examined for structural weakness, erosion and other <br />hazardous conditions; none were found. <br />Existing water level was approximately ] 8 inches below the outlet. <br />Outlet & spills were free and unobstructed and should function as designed. <br />
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