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_ENFORCEMENT - C1981017 (17)
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_ENFORCEMENT - C1981017 (17)
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Last modified
11/1/2020 12:54:21 PM
Creation date
10/4/2012 7:51:47 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
Enforcement
Doc Name
Bid Documents (IMP) CV-90-052
Violation No.
C-90-052
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Mid-Continent Resources, Inc. <br /> PRODUCERS OF THE FAMOUS COAL BASIN COKING COAL <br /> MID-CONTINENT RESOURCES,INC. 201 Centennial Street <br /> Suite 406 Telephone: <br /> 625 PLAINFIELD ROAD-SUITE 220 <br /> WILLOWBROOK,ILLINOIS 60521 Glenwood Springs, Colorado 81601 (303)945-4958 <br /> RECEIVED, <br /> July 8 , 1991 <br /> ti U i- ? 1991 <br /> La(1C7 <br /> �191'h@Mation Division <br /> Dan Mathews <br /> Mined Land Reclamation Division <br /> 1313 Sherman St. <br /> Room 215 <br /> Denver, CO 80203 <br /> RE: Abatement - NoV 052 <br /> Dear Mr. Mathews: <br /> Mid-Continent has determined on the following plan for abatement of <br /> NoV C-90-052 and will proceed diligently to complete the the <br /> necessary work prior to July 18, 1991 . The areas specified in the <br /> NoV are: <br /> Southwest end of 3 Mine Pad. Outslope at Rock Tunnel Fill. <br /> Upper/lower Sutey topsoil Outer slopes of topsoil <br /> stockpiles. stockpile behind district <br /> office. <br /> Lumber storage area by Dutch South portal at No. 1 mine. <br /> Creek at Road C crossing. <br /> Topsoil stockpile at 016 pond. No. 1 Mine Substation.* <br /> * This area was not included in the abatement list <br /> contained in the violation, but was referenced in the <br /> inspection report, and so is included in the abatement <br /> plan. <br /> Re. the South Portal at No. 1 Mine. <br /> This area is a rock bench, .18 acre in size. This area was <br /> developed for a ventilation opening. The bench itself slopes into <br /> the hillside. Surrounding terrain is extremely steep, <br /> characterized in places by sheer cliff faces. <br /> The rock of the bench is a durable, non-erosive material, so heavy <br /> sediment load is not a concern. Routing drainage to a sediment <br /> pond from this location is not feasible, nor is construction of a <br /> pond, given the topography. We had considered a catchment basin for <br /> the low end of the bench, but the rock material does not allow <br /> creation of the depression. <br />
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