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HYDRO29481
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HYDRO29481
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Entry Properties
Last modified
8/24/2016 8:48:25 PM
Creation date
11/20/2007 10:59:34 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
Hydrology
Doc Date
6/30/1998
Doc Name
2ND QUARTER 1998 Inspections
From
GREAT DIVIDE ENGINEERING & SURVEYING
To
ENERGY FUELS COAL INC
Permit Index Doc Type
SEDIMENT POND INSPECTIONS
Media Type
D
Archive
No
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c ~J ,~ <br />-~ `_' - 0 0 <br />- ~ <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 8 ] 226 <br /> <br />ii i i uii iii iiii ii i <br /> 999 <br />RE: CERTIFICATION OF SEDIMENTATION POND N0. 4, SOUTHFIELD MINE, <br />FLORENCE, COLORADO (2nd Quarter, 1998) <br />Dear Al; <br />On June 30, 1998, an inspection was conducted on the Sedimentation Pond No. 4 <br />currently in place at your Southfield mine. The inspection was performed by myself, John <br />E1Fnger III, a registered professional engineer in the State of Colorado since December, <br />1975. I have experience and knowledge in the design and construction of dams, drainage <br />control, hydrology and structures; including experience in portions of tite permitting <br />process of coal mine facilities and permit compliance. <br />The purpose of this inspection and certification .vas to check for structural <br />weakness, erosion, 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 />Board 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 />maps and state regulations with yourself. <br />Said inspection was performed on a mild (77°), partly cloudy Tuesday morning by <br />myself: 1\4ost of the site was traversed with a four wheel drive vehicle with frequent stops <br />and hiking trips around the pond. The following is a statement of my professional <br />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 30 inches below the outlet. <br />Outlet R spills were free and unobstructed and should function as designed. <br />
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