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2013-02-01_REVISION - C1981041 (8)
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2013-02-01_REVISION - C1981041 (8)
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Last modified
8/24/2016 5:12:46 PM
Creation date
2/1/2013 2:32:16 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
Revision
Doc Date
2/1/2013
Doc Name
Proposed Decision & Findings
From
DRMS
To
Snowcap Coal Company
Type & Sequence
RN6
Email Name
MPB
SB1
Media Type
D
Archive
No
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For mining under Coal Creek and Jerry Creek in the North Portal mining area, two subsidence <br />monitoring monuments were installed adjacent to Coal Creek and three monuments were installed <br />adjacent to Jerry Creek, in 1997 (see Exhibit 56, Tab 18). <br />The approved subsidence monitoring plan for the entire permit area is described beginning on page 20 -8 <br />of the permit application. Because there has been no coal extraction in the permit area since 1999, and no <br />future coal extraction is proposed or approved, regular annual subsidence monitoring and reporting is no <br />longer required. Subsidence inspection, documentation, and evaluation will be triggered only if possible <br />subsidence damage is reported by a surface owner or otherwise indicated. <br />The regular monitoring program that was conducted through 2001 consisted of a visual surface <br />inspection in spring and fall, to include areas to be mined within the next year, and areas mined during <br />the previous two years. Coal Creek and Jerry Creek monuments were surveyed immediately prior to <br />undermining and twice a year for two years subsequent to undermining. All monitoring results, including <br />documentation and photographs of subsidence features and structures, were submitted to the Division in <br />an annual subsidence report by December 31, of each year. Any new structures within the affected area <br />not previously documented will be included in the inspection schedule if new mining is projected beneath <br />the structure. Follow -up inspection of structures will be undertaken if possible subsidence damage has <br />been reported by the owner or otherwise indicated. <br />The Ute Water Conservancy installed a waterline along the south and west perimeter of the Roadside <br />Refuse Disposal Area in the winter of 1991/1992. Although this pile has remained stable since it was <br />constructed in 1984, care was taken to protect the pipeline should any subsidence or settling occur. The <br />waterline consists of a six -inch PVC pipe braced inside a ten -inch P.I.P. encasement pipe where it <br />crosses the refuse pile. Should a rupture of the PVC pipe occur it would be contained in the P.I.P. pipe <br />and directed off the pile. <br />In 1998/99, TransColorado Gas Transmission Company (TGTC) installed a gas transmission line across <br />a portion of the permit area, within a portion of the South Portals mine area which had at one time been <br />approved for future undermining. The operator committed within the permit application to develop a <br />subsidence survey or control and mitigation plan, upon resumption of mining via the South Portal. The <br />plan will be approved by TGTC, and will be in place prior to mining within the subsidence angle of draw <br />of the gas line. An agreement between PCC and TGTC is included as Appendix 20 -9, in Volume 6 of <br />the permit application. The agreement includes the provision that the operator would notify TGTC six <br />months prior to undermining of the gas transmission line. Because no further mining is proposed or <br />approved, this provision is no longer applicable. <br />Subsidence issues identified in association with PR -02, included updates to the "Man -made Features <br />Map" to include the 345KV Rifle -San Juan transmission line, a house and shop building, and an area of <br />"occasionally irrigated pastureland ", all within the South Portal mining area. The house and pastureland <br />are on previously undermined areas; the powerline has not been undermined (August 2003). Updated <br />subsidence impact projections were provided in response to Division requests. Projected worst case <br />impact to the occasionally irrigated pastureland is localized dewatering of ponds or ditches due to <br />subsidence cracks, which the operator has committed to repairing if they develop. Foundation floor <br />cracking to the dwelling foundation and shop floor as a result of differential settling were projected worst <br />case impacts for these structures, which were constructed over a previously mined out area. <br />Worst case impacts to the power line were projected to be minor tilting of transmission towers which <br />50 <br />
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