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PERMFILE139786
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Last modified
8/24/2016 10:42:53 PM
Creation date
11/26/2007 8:57:54 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 07f-1 Rockfall Hazards Study Norther Mining District
Media Type
D
Archive
No
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~~ ~ - <br />SubTerra, Inc. Twentymile Coal Company 4/7/00 <br />Northern Mining District Rockfall Hazards Evaluation <br />1. INTRODUCTION <br />• . <br />This report presents the results of our Rockfall Hazards Evaluation at Cyprus Twentymile's <br />Foidel Creek mine near Oak Creek Colorado. This phase evaluates potential hazards <br />associated with longwall undermining of an outcrop of the Twentymile Sandstone adjacent to <br />Coun Road 33, Panel 12-Right in the Northern Mining District wdl extract approximate-rSb <br />eet of coal from beneath portions of the outcropping sandstone potentially causing failure, <br />release of boulders from the failure zone(s), and hazards on Routt County Road 33 whose <br />alignment is located at the base of the slope beneath the outcrop. <br />The objectives of this report are to describe the field data collection and rockfall hazard <br />assessment procedures, present the results of the rockfall hazards analysis, and rovide <br />recommendat' ns for mitt ation measures. This report is the second in a series of reports by <br />SubTerra, Inc., addressing rockfall azards and mitigation measures associated with the Foidel <br />Creek mine. The initial, Phase I report (SubTerra, Inc., 1994) addressed potential impacts from <br />panels in the southwest mining district on County Road 27. Much of the information in the <br />Phase 1 report is included herein for completeness. <br />1.1 Background <br />In May, 1994, an area of the Twentymile Sandstone cliff failed over Panel 6 in the western <br />mining district. This area was East of the original, Phase 1 study area and was not previously <br />evaluated due to the distance of the road from the cliff and generally favorable toreslope <br />topography. However, data from this event were used to develop input parameters required for <br />the Colorado Rockfall Simulation Program (CRSP) that was used in the Rockfall Hazards <br />•~.~_ evaluations. <br />The Phase I study eval fining in the southwest mining <br />district. As a result of this study, approximately 3,000 feet of 20 feet deep trench was <br />constructed between County Road 27 and the Twentymile cliff to intercept and contain boulders. <br />In addition, a 1,500 foot section of the county road was re-located towards the south to enable <br />construction of the remedial measures. A short section of the cliff subsequently failed during <br />undermining and approximately twenty boulders, weighing between 10 and 900 tons were <br />stopped by the trench. <br />The Foidel Creek Mine is planning to extract coal from the Northern Mining District (NMD) at the <br />Foidel Creek mine. This district will utilize 1000-foot wide longwall panels mined on 1,200 foot <br />centers at a depth of approximately 9_o eet below the surface within the study area. Panel 12- <br />i ht, the first Ion wall anel in the Northern Minin District, will undermine an outcrop o~Fit e - <br />Twentymile sandstone cliff located adjacent to outt County Road 33, in Routt County, <br />Colorado. The layout of longwall panels that will affect stability of the Twentymile outcrop is <br />shown in Figure 1. Predictions indicate that the outcrop will be subject to up to 30-in of <br />subsidence. <br />1.2 Scope Of Work <br />The scope of work was defined by the experiences of the Phase I rockfall hazards analysis and <br />mitigation at the Foidel Creek Mine and by the requirements of the Colorado Rockfall Simulation <br />Program, Version 3, CRSP3 that was written by the Colorado Transportation Institute in 1993 <br />(CTI, 1993). <br />• - The overall approach was subdivided into 3 tasks. Fieldwork was confined to source area <br />characterization and toreslope characterization as the remaining CRSP3 model calibration data <br />1 PN: 9915 <br />
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