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ENFORCE29183
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ENFORCE29183
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Entry Properties
Last modified
8/24/2016 7:36:16 PM
Creation date
11/21/2007 12:10:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982055
IBM Index Class Name
Enforcement
Doc Date
1/3/1994
Doc Name
QUARTERLY INSPECTION REPORT SEDIMENT POND
Violation No.
CV1993150
Media Type
D
Archive
No
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Page 1 of 2 <br />ENERGY FUELS MINING CO. <br />RATON CREEK MINE <br />P.O.BOX 874 <br />TRINIDAD, COLORADO 81082 <br />QUARTERLY INSPECTION REPORT <br />COAL PROCESSING WASTE <br />Date of inspection: Dec. 28,1993 <br />Identification: Primary Waste Disposal Area <br />Location: Sec. 36, T33S, R64W, 6th P.M. <br />Las Animas County, Colorado <br />COMMENTS: The waste disposal area was inspected and found to be'in <br />generam compliance with the mining permit No. C-82-055. <br />The entire waste disposal slopes and top surface has approximately <br />four (9) inches of crusted surface, which will resist or reduce: <br />erosion. <br />The southwest and south side of the embankment (slopes) exhibit <br />small erosion rills, which are throughout the slope area. These <br />rills vary in depth of six (6) to approximately eighteen (18) <br />inches. The base of the rills is also crusted and firm. <br />The top of the embankment is generally graded to drain to the <br />northeast. A berm composed of waste material is located at the top <br />of the southwest embankment side slope. This berm is some what <br />irregular and shows signs of water segregation. The northeast <br />and south embankments also have a berm with a drainage ditch which <br />drains the top of the disposal area .to the northeast: The top of <br />the waste area embankment exhibits several small irregularities <br />of the sloped surface , caused by tracking of heavy equipment. <br />The diversion ditches No. 1 and 2 along the refuse area show no: <br />signs of erosion. The bottom of the ditches is mostly of sand- <br />stone. Small amounts of sediment is in the ditches. The east ~ <br />embankment shows signs of recent grading at the upper portion. <br />The slopes are approximately on a 3:1 ratio. <br />RECOMMENDATIONS: (1) That no heavy equipment be used on the slopes <br />to correct the erosion rills. The crusted surface (as is) will <br />have far less sediment dislodgement than if disturbed. (2) The ' <br />rills should receive close observation during the next <br />if decrusted, then placing of straw dissipators will be <br />to control further erosion. (3) The berm located at the <br />slopes is irregular but will cause no determent to the <br />(4) Reclamation of this refuse area should be made at t <br />possible time. <br />quarter and <br />necessary <br />top of the <br />drainage'. <br />he earliest <br /> <br />
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