- Page 1: CAI-2007-15-17, 19-24 UNITED STATES
- Page 4 and 5: TABLE OF CONTENTS EXECUTIVE SUMMARY
- Page 6 and 7: Appendix C - Safety Zone Map ......
- Page 8 and 9: Figure 42 - Illustration of ARMPS I
- Page 10 and 11: Figure 1 - Map of Accident Sites
- Page 12 and 13: pillars near the pillar line and th
- Page 14 and 15: submit written reports of these acc
- Page 16 and 17: Power’s 50% ownership of the Cran
- Page 20 and 21: stoppings from the accident site ou
- Page 22 and 23: Peacock told Hardee that an overcas
- Page 24 and 25: At 4:41 a.m., Grosely called the mi
- Page 26 and 27: irrespirable atmosphere behind the
- Page 28 and 29: Rescue Efforts in South Barrier Sec
- Page 30 and 31: etween crosscut 119 and 120 until R
- Page 32 and 33: Figure 7- Damaged Roof Bolts and To
- Page 34 and 35: Figure 10 - No. 1 Entry Packed with
- Page 36 and 37: machine cutter motors required repa
- Page 38 and 39: Figure 13 - 20-foot Deep Void over
- Page 40 and 41: The night shift crew members were t
- Page 42 and 43: Figure 15 - Clean-up Area Following
- Page 44 and 45: Borehole No. 1 was drilled using a
- Page 46 and 47: Figure 20 - Surface Location of Bor
- Page 48 and 49: Table 3 - Analysis Results of Air S
- Page 50 and 51: This was the projected mine locatio
- Page 52 and 53: epresentatives of the mine operator
- Page 54 and 55: DISCUSSION The Crandall Canyon Mine
- Page 56 and 57: displacements is very consistent wi
- Page 58 and 59: Figure 23 - General Stratigraphic C
- Page 60 and 61: grids. In mid-2005, the mine adopte
- Page 62 and 63: corresponding pillar damage at seam
- Page 64 and 65: Borehole Observations Conditions de
- Page 66 and 67: Figure 31 - Surface Deformation fro
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Twelve seismic events were recorded
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Summary - Nature and Extent of Fail
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the seam and leaving roof coal in t
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In the Main West entries, some infl
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North Barrier Section Development I
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Larger stumps were left unmined in
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South Barrier on the BLM coal lease
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the Main West No. 1 entry at crossc
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us.” Although Peacock characteriz
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empirically derived and should not
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ARMPS StF’s, depth of cover, and
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Figure 44 - 1st North Mains Left Pa
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Figure 46 - South Mains ARMPS Calcu
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Figure 47 - Methods of Incorporatin
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Summary. ARMPS stability factors fo
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Figure 49 - Element Safety Factors
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Figure 51 - Element Safety Factor D
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Like all numerical methods, BEM res
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Figure 53 - LaModel Grid Boundaries
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Similarly, a sudden change in stres
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The magnitude and distribution of i
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was completed, this effect was nega
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B 8 ft mined height 80 ft Wide Remn
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2.0 without bottom mining with bott
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A 2.0 B C 1.8 1.6 1.4 1.2 1.0 0.8 0
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Critique of Mine Design The enginee
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methods. The design widths shown he
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Also, the 130-foot dimension is app
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program, LamPre, offers a utility t
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very little feedback from the field
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AAI’s LaModel model was calibrate
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After the initial calibration proce
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oad area (Figure 75). In this figur
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South Barrier Design. After the Mar
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Minimum PStF in the North Barrier s
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AAI recognized that the North Barri
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Roof Control Plan Section 30 CFR 75
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control plan. The entries and cross
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A 55-foot barrier between the South
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section, miners recognized that gro
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The main fan installation consisted
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Originally, the South Barrier secti
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Three sources of the oxygen deficie
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Table 13 - Handheld Gas Detector Co
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drill rod and bit were left in the
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It was feasible to acquire a specia
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The call lasted five minutes. Allre
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each hole. The microphone was not r
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parameters, and mine emergency scen
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Advance rate in the No. 1 entry bet
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GRI furnished a map to MSHA during
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During most of the rescue work in t
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Seismic Activity Recorded by UUSS d
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Pillar Bounce and Burst Activity du
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indicative of an impending burst we
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day. When the accident occurred, th
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4. Root Cause: GRI included incorre
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The mine designs recommended by AAI
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ENFORCEMENT ACTIONS An order was is
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Type of Issuance: 104 (d) (2) Order
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Mine Safety and Health Administrati
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B-2
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B-4
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Appendix C - Safety Zone Map
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Appendix E - AAI May 5, 2000, Repor
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E-3
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E-5
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Appendix F - AAI July 20, 2006, Dra
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F-3
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F-5
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F-7
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F-9
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F-11
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F-13
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F-15
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F-17
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F-19
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F-21
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F-23
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F-25
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F-27
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F-29
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F-31
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G-2
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G-4
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G-6
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G-8
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G-10
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G-12
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G-14
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G-16
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G-18
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G-20
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G-22
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G-24
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G-26
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G-28
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G-30
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G-32
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H-2
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H-4
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H-6
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I-2
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I-4
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I-6
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I-8
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I-10
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J-2
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J-4
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Appendix K - Massive Pillar Collaps
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Appendix L - Subsidence Data Inform
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Figure 98 - USGS InSAR Image of Sub
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The contours on the USGS results we
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InSAR provides a more reliable char
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Appendix M - Neva Ridge Technologie
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1 Introduction 1.1 Data Description
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Each color cycle means 10 cm of dis
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Vertical Contours ∆=5 cm 5 10 25
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Appendix N - Seismic Analysis Unive
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provide similar results on average
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Figure 107 - Observed and Calculate
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Figure 108 shows all of the calcula
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Figure 111 shows the seismograph st
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Figure 113 - Depth Analysis of Augu
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Appendix O - Images of March 10, 20
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O-3
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O-5
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O-7
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O-9
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O-11
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Appendix P- ARMPS Method Using Barr
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FINITE ELEMENT ANALYSIS OF BARRIER
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INTRODUCTION This report discusses
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Generally, excavation takes place i
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Mine Geometry The overall region us
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Premining Stress The premining stre
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(2) An alternative form of (1) that
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There is a possibility that compute
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Figure 5. Element safety factor dis
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through a pillar. This variation is
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Figure 8a shows displacements in th
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Element Safety Factor Distributions
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Figure 10. A half-mesh view of elem
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Figure 12. Distribution of element
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Figure 14. Element safety distribut
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Figure 17 shows the distribution of
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Figure 18. Post-excavation pillar s
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would be of even more concern at gr
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A potentially important inelastic e
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A multi-stage mining sequence was f
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Pariseau, W. G. (1981) Inexpensive
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Appendix S - Back-Analysis of the C
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Executive Summary On August 6 th ,
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Page 3.5.2.2 Joint Slip ...........
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1. Objective The objective of this
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• The Rock Mass Stiffness • The
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types of field measurements are qui
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ARMPS Stability Factor 2 1.5 1 0.5
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or past, failure. Back-analysis is
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umps. Since LaModel does not have a
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appropriate values in the post-fail
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3. The LaModel Analysis 3.1 Approac
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Figure 3.2 Rib and pillar failure i
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Five and 6 ft wide elements were al
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3.4.2 Determining the Gob Stiffness
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strength formula, this implies that
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The model results illustrated in Fi
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1600 1600 2000 1600 1600 A. Pillar
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1600 1600 2000 1600 A. 3.8% Stronge
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changes are necessary to replicate
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1600 1600 2000 1600 A. Step 5 - Sou
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1600 1600 2000 1600 A. Step 6 - 2 P
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further improved. Obviously, there
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in to crosscut 146 in the bleeder a
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1600 1600 2000 1600 1600 A. Step 9
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36% of insitu load. With these two
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References Barron, K., 1992, “A R
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Appendix T - Abutment Load Transfer
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AAI used departs somewhat from that
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I H H H H H H G F F F F H H H H H H
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Appendix W - MSHA Main West 2006 AR
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Figure 118 - South Barrier MSHA 200
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The ventilation plan amendment to r
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X-4
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X-6
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X-8
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Azimuth - A surveying term that ref
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Coda Magnitude - The coda magnitude
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Formation - Any assemblage of rocks
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Methane - A potentially explosive g
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Identified coal resources are class
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Slabbing - A method of mining pilla
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Appendix Z - References 1 USBM dict