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Mine Safety and Health Administration (MSHA) - Report of ...

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model flaws. They did not make further corrections to the model when this analysis result still did<br />

not accurately depict known failures that AAI <strong>and</strong> GRI observed in the North Barrier section.<br />

The mine designs recommended by AAI <strong>and</strong> implemented by GRI did not provide adequate<br />

ground stability to maintain the ventilation system. The designs did not consider the effects <strong>of</strong><br />

barrier pillar <strong>and</strong> remnant barrier pillar instability on separation <strong>of</strong> the working section from the<br />

adjacent sealed areas. Failure <strong>of</strong> the barrier pillars or remnant barrier pillars resulted in inundation<br />

<strong>of</strong> the section by lethally oxygen-deficient air. AAI <strong>and</strong> GRI also did not consider the effects <strong>of</strong><br />

ground stability on ventilation controls in the bleeder system. GRI allowed frequent destruction <strong>of</strong><br />

ventilation controls by ground movement <strong>and</strong> by air blasts from caving. GRI mined cuts from the<br />

barrier pillar in the South Barrier section between crosscuts 139 <strong>and</strong> 142 intended to be left<br />

unmined to protect the bleeder system.<br />

GRI’s mining practices, including bottom mining <strong>and</strong> additional barrier slabbing between<br />

crosscuts 139 <strong>and</strong> 142, reduced the strength <strong>of</strong> the barrier <strong>and</strong> increased stress levels in the vicinity<br />

<strong>of</strong> the miners. As pillars were recovered in the South Barrier section, bottom coal (a layer <strong>of</strong> coal<br />

left in the mine floor after initial mining) was mined from cuts made into the production pillars<br />

<strong>and</strong> barrier. The effect <strong>of</strong> this activity was to reduce the strength <strong>of</strong> the remnant barrier behind the<br />

retreating pillar line. Bottom mining was not addressed in AAI’s model to evaluate the mine<br />

design or in GRI’s approved ro<strong>of</strong> control plan. Similarly, barrier mining was conducted in<br />

violation <strong>of</strong> the approved ro<strong>of</strong> control plan. A portion <strong>of</strong> the barrier immediately inby the last<br />

known location <strong>of</strong> the miners was mined even though it was required by the ro<strong>of</strong> control plan to be<br />

left unmined. Barriers are solid blocks <strong>of</strong> coal left between two mines or sections <strong>of</strong> a mine to<br />

provide protection. Although neither <strong>of</strong> these actions is a fundamental cause <strong>of</strong> the August 6<br />

collapse, they increased the amount <strong>of</strong> load transferred to pillars at the working face <strong>and</strong> reduced<br />

the strength <strong>of</strong> the barrier adjacent to it.<br />

The mine operator did not report three coal outbursts that occurred prior to August 6 to <strong>MSHA</strong> or<br />

properly revise its mining plan following these coal bursts. Between late 2006 <strong>and</strong> February 2007,<br />

the 448-foot wide barrier north <strong>of</strong> Main West was developed by driving four entries parallel to the<br />

existing Main West entries. Smaller barriers remained on either side <strong>of</strong> the new section entries (53<br />

feet wide on the south side <strong>and</strong> 135 feet wide on the north side). The 135-foot wide barrier that<br />

separated the North Barrier section from the adjacent longwall panel gob was insufficient to<br />

isolate the workings from substantial abutment loading. Despite the high stress levels associated<br />

with deep cover (up to 2,240 feet <strong>of</strong> overburden) <strong>and</strong> longwall abutment stress, the section<br />

remained stable during development. However, as pillar recovery operations retreated under a<br />

steadily increasing depth <strong>of</strong> overburden, conditions worsened. On March 7, 2007, a non-injury<br />

coal outburst accident occurred that knocked miners down, damaged a ventilation control, <strong>and</strong><br />

caused a delay in mining. These worsening conditions culminated in a March 10, 2007, outburst<br />

accident <strong>of</strong> sufficient magnitude to cause the mining section to be ab<strong>and</strong>oned.<br />

Between March <strong>and</strong> July 2007, four entries were developed in the barrier south <strong>of</strong> Main West.<br />

Once again, the section was developed without incident but conditions worsened during pillar<br />

recovery. On August 3, 2007, another non-injury coal outburst accident occurred as the night shift<br />

crew was mining. Coal was thrown into the entries dislodging timbers <strong>and</strong> burying the continuous<br />

mining machine cable. The continuous mining machine operator was struck by coal.<br />

GRI did not notify <strong>MSHA</strong> <strong>of</strong> these three coal outburst accidents within 15 minutes as required by<br />

30 CFR 50.10. GRI’s failure denied <strong>MSHA</strong> the opportunity to investigate these accidents <strong>and</strong><br />

ensure that corrective actions were taken before mining resumed in the affected area. GRI did not<br />

3

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