Petitions for Modification of Application of Existing Mandatory Safety Standards, 42977-42982 [2013-17202]
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Federal Register / Vol. 78, No. 138 / Thursday, July 18, 2013 / Notices
written notifications disclosing all
changes in membership.
On August 31, 2012, HSA Foundation
filed its original notification pursuant to
Section 6(a) of the Act. The Department
of Justice published a notice in the
Federal Register pursuant to Section
6(b) of the Act on October 11, 2012 (77
FR 61786).
The last notification was filed with
the Department on March 25, 2013. A
notice was published in the Federal
Register pursuant to Section 6(b) of the
Act on April 15, 2013 (78 FR 22296).
Federal Register pursuant to Section
6(b) of the Act on March 15, 2012 (77
FR 15395).
The last notification was filed with
the Department on November 2, 2012. A
notice was published in the Federal
Register pursuant to Section 6(b) of the
Act on December 11, 2012 (77 FR
73676).
42977
notice was published in the Federal
Register pursuant to Section 6(b) of the
Act on April 8, 2013 (78 FR 20948).
Patricia A. Brink,
Director of Civil Enforcement, Antitrust
Division.
[FR Doc. 2013–17231 Filed 7–17–13; 8:45 am]
BILLING CODE 4410–11–P
Patricia A. Brink,
Director of Civil Enforcement, Antitrust
Division.
DEPARTMENT OF LABOR
[FR Doc. 2013–17230 Filed 7–17–13; 8:45 am]
Mine Safety and Health Administration
BILLING CODE 4410–11–P
Patricia A. Brink,
Director of Civil Enforcement, Antitrust
Division.
DEPARTMENT OF JUSTICE
Petitions for Modification of
Application of Existing Mandatory
Safety Standards
BILLING CODE 4410–11–P
Antitrust Division
AGENCY:
DEPARTMENT OF JUSTICE
Notice Pursuant to the National
Cooperative Research and Production
Act of 1993—Network Centric
Operations Industry Consortium, Inc.
SUMMARY:
[FR Doc. 2013–17234 Filed 7–17–13; 8:45 am]
Antitrust Division
TKELLEY on DSK3SPTVN1PROD with NOTICES
Notice Pursuant to the National
Cooperative Research and Production
Act of 1993—Cooperative Research
Group on Mechanical Stratigraphy and
Natural Deformation in Eagle Ford
Formation and Equivalent Boquillas
Formation, South-Central and West
Texas
Notice is hereby given that, on June 5,
2013, pursuant to Section 6(a) of the
National Cooperative Research and
Production Act of 1993, 15 U.S.C. 4301
et seq. (‘‘the Act’’), Southwest Research
Institute—Cooperative Research Group
on Mechanical Stratigraphy and Natural
Deformation in Eagle Ford Formation
and Equivalent Boquillas Formation,
South-Central and West Texas (‘‘Eagle
Ford’’) has filed written notifications
simultaneously with the Attorney
General and the Federal Trade
Commission disclosing changes in its
membership. The notifications were
filed for the purpose of extending the
Act’s provisions limiting the recovery of
antitrust plaintiffs to actual damages
under specified circumstances.
Specifically, Anadarko Petroleum
Corporation, The Woodlands, TX; and
Eagle Ford TX LP, Houston, TX, have
been added as parties to this venture.
No other changes have been made in
either the membership or planned
activity of the group research project.
Membership in this group research
project remains open, and Eagle Ford
intends to file additional written
notifications disclosing all changes in
membership.
On February 23, 2012, Eagle Ford
filed its original notification pursuant to
Section 6(a) of the Act. The Department
of Justice published a notice in the
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Notice is hereby given that, on June
12, 2013, pursuant to Section 6(a) of the
National Cooperative Research and
Production Act of 1993, 15 U.S.C. 4301
et seq. (‘‘the Act’’), Network Centric
Operations Industry Consortium, Inc.
(‘‘NCOIC’’) has filed written
notifications simultaneously with the
Attorney General and the Federal Trade
Commission disclosing changes in its
membership. The notifications were
filed for the purpose of extending the
Act’s provisions limiting the recovery of
antitrust plaintiffs to actual damages
under specified circumstances.
Specifically, Atlantic Organization for
Security, Brussels, BELGIUM; and
Winthrop Management Services,
McLean, VA, have been added as parties
to this venture.
Also, Fraunhofer Institute for Open
Communication Systems (FOKUS),
Berlin, Germany; LFV, Besoksadress
Vikboplan, Sweden; and HAVELSAN
Hava Elektonik Sanayi ve Ticaret A.S.,
Ankara, Turkey, have withdrawn as
parties to this venture.
No other changes have been made in
either the membership or planned
activity of the group research project.
Membership in this group research
project remains open, and NCOIC
intends to file additional written
notifications disclosing all changes in
membership.
On November 19, 2004, NCOIC filed
its original notification pursuant to
Section 6(a) of the Act. The Department
of Justice published a notice in the
Federal Register pursuant to Section
6(b) of the Act on February 2, 2005 (70
FR 5486).
The last notification was filed with
the Department on March 15, 2013. A
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Mine Safety and Health
Administration, Labor.
ACTION: Notice.
Section 101(c) of the Federal
Mine Safety and Health Act of 1977 and
30 CFR part 44 govern the application,
processing, and disposition of petitions
for modification. This notice is a
summary of petitions for modification
submitted to the Mine Safety and Health
Administration (MSHA) by the parties
listed below to modify the application
of existing mandatory safety standards
codified in Title 30 of the Code of
Federal Regulations.
DATES: All comments on the petitions
must be received by the Office of
Standards, Regulations and Variances
on or before August 19, 2013.
ADDRESSES: You may submit your
comments, identified by ‘‘docket
number’’ on the subject line, by any of
the following methods:
1. Electronic Mail: zzMSHAcomments@dol.gov. Include the docket
number of the petition in the subject
line of the message.
2. Facsimile: 202–693–9441.
3. Regular Mail or Hand Delivery:
MSHA, Office of Standards, Regulations
and Variances, 1100 Wilson Boulevard,
Room 2350, Arlington, Virginia 22209–
3939, Attention: George F. Triebsch,
Director, Office of Standards,
Regulations and Variances. Persons
delivering documents are required to
check in at the receptionist’s desk on
the 21st floor. Individuals may inspect
copies of the petitions and comments
during normal business hours at the
address listed above.
MSHA will consider only comments
postmarked by the U.S. Postal Service or
proof of delivery from another delivery
service such as UPS or Federal Express
on or before the deadline for comments.
FOR FURTHER INFORMATION CONTACT:
Barbara Barron, Office of Standards,
Regulations and Variances at 202–693–
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Federal Register / Vol. 78, No. 138 / Thursday, July 18, 2013 / Notices
9447 (Voice), barron.barbara@dol.gov
(Email), or 202–693–9441 (Facsimile).
[These are not toll-free numbers.]
SUPPLEMENTARY INFORMATION:
TKELLEY on DSK3SPTVN1PROD with NOTICES
I. Background
Section 101(c) of the Federal Mine
Safety and Health Act of 1977 (Mine
Act) allows the mine operator or
representative of miners to file a
petition to modify the application of any
mandatory safety standard to a coal or
other mine if the Secretary of Labor
determines that:
(1) An alternative method of
achieving the result of such standard
exists which will at all times guarantee
no less than the same measure of
protection afforded the miners of such
mine by such standard; or
(2) That the application of such
standard to such mine will result in a
diminution of safety to the miners in
such mine.
In addition, the regulations at 30 CFR
44.10 and 44.11 establish the
requirements and procedures for filing
petitions for modification.
II. Petitions for Modification
Docket No: M–2013–008–M.
Petitioner: U.S. Silver Idaho, Inc.,
1801 California Street, Suite 4900,
Denver, Colorado 80202.
Mine: Galena Mine, MSHA I.D. No.
10–00082, located in Shoshone County,
Idaho.
Regulation Affected: 30 CFR
57.14106(a) (Falling object protection).
Modification Request: The petitioner
requests a modification of the existing
standard to permit the use of Load,
Haul, Dump (LHD) utility vehicles
underground without falling object
protection structures (FOPS) because it
would result in a diminution of safety
to the miners affected.
a. Both the mining method and the
ground control at the Galena mine are
such that there is no increased hazard
from falling objects.
(1) The Galena mine complex hosts a
wide range of rock conditions. To
ensure a safe work environment, the
company has employed a combination
of good mining practices, rock bolting
fixtures, surface support, backfill, and
timber in its ground support plan.
Hence, the LHDs are never operated
under unsupported ground.
(2) The minimum ground support
standards in the areas where the subject
LHDs are used in the Galena mine are
as follows: in areas where overhand cut
and fill is used, the back and ribs are
supported with a minimum of 4-foot
bolts and holey boards or monster mats.
Support used on the ribs include a
combination of bolts, holey boards,
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mats, stulls, and screen. Additional rib
support of 6-foot rebar on 6-foot spacing
is also used in certain areas. Additional
surface support such as wire mesh, poly
mesh, mats, and shotcrete is also
installed when conditions warrant.
(3) In areas where underhand cut and
fill is used, the back must have mesh
across the cement fill/rock contacts,
which is attached by plates over the
exposed 6-foot rebar bolts. A minimum
of 4-foot split sets on 3-foot centers with
wire mesh is used for rib support. Wire
mesh is installed with adequate overlap
and to within 5 feet of the sill. Where
warranted, additional surface support
such as wire mesh, poly mesh, mats,
and shotcrete can be installed.
(4) In areas of vertical development,
the back is supported with a minimum
of 4-foot bolts and holey boards or
monster mats. The hanging and footwall
is supported with a minimum of 4-foot
bolts and one row of mats per timber
set. Raise timber is installed with a
minimum of 12 inches of heading
between the cap and wall.
(5) The mine’s current practice is to
not exceed 11 feet in cut height to
facilitate hand-held jack leg drilling and
bolt installation safely and productively.
b. There have been no documented
falling object incidents at the Galena
mine.
(1) Mine policies at the Galena mine
prohibit miners from working under
unsupported ground.
(2) No miner working in an LHD
without FOPS has been injured by
falling material.
c. Rock burst potential at the Galena
mine does not mean there is an
increased hazard of falling objects.
(1) While geological conditions at the
Galena mine may make the mine
susceptible to rock bursts, rock bursts
are not falling object events. They more
typically involve the sudden expulsion
of material from the ribs. Because of the
more or less horizontal nature of that
expulsion, FOPS would provide little or
no protection. Moreover, rock bursts
typically occur at blasting time, after all
personnel have exited active headings.
Seismic activities at the Galena mine are
actively monitored and a rock burst
control plan is in place as required by
30 CFR 57.3461.
(2) This plan is specifically designed
to reduce the occurrence of rock bursts,
monitor procedures where detection
methods are used, and provide
additional measures to minimize
exposure of persons to rock bursts, such
as stress shadowing and other mining
techniques.
d. Complying with 30 CFR
57.14106(a) would subject miners to
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greater hazards than they are subjected
to under current conditions.
e. Significant changes to the ground
control plan at the Galena mine would
need to be made to accommodate
clearance for the FOPS.
f. Enlarging the heading height at the
Galena mine exposes more rib height,
which reduces the stope ribs’ structural
stability.
(1) Sound geotechnical principles
dictate that ground support
requirements are directly linked to the
span of the excavation; this applies to
both lateral and vertical spans. Greater
spans require longer fixtures more
closely spaced to overcome the forces
and loads that the spans are subjected
to. Successful narrow vein mining
methods are dependent upon
minimizing spans and the inherent risks
associated with exceeding critical
dimensions.
(2) Requiring the use of FOPS at the
Galena mine will dictate wider and
higher excavations to accommodate the
FOPS. LHD operators will be subjected
to exposures and hazards not faced
today, and even greater exposure will
exist for the personnel on the ground
installing and maintaining the ground
support and performing other essential
tasks. A typical mining cycle in a
mechanized area of the Galena mine
only requires about 2 hours of the
available work cycle; the remainder of
the cycle is consumed by installing and
maintaining the ground support,
advancing utilities, and drilling and
charging the next advance sequence.
This work is performed from the ground
with hand-held tools. All risks and
exposures previously detailed for the
LHD operators will be faced by the
ground miner for an even greater period
of time. Additionally, a miner’s ability
to adequately scale and provide for
proper rock bolting processes will be
negatively impacted by the higher,
wider spans.
(3) Hanging wall stability in the
Galena mine is most significantly
influenced by two main factors: The
geologic composition of the wall rock,
and the height and attitude of the
hanging wall. The higher and flatter the
hanging wall, the greater the likelihood
of deterioration or failure as a result of
the effects of gravity, as well as the
lateral stresses present that provide for
rock burst potential.
(4) Mining higher and/or wider
increases cycle times, increases
exposure, and radically influences
stability. Techniques and procedures
have been developed at the Galena mine
that provide for safe mineral extraction
on a sustained basis, and minimize the
deterioration and failure potential of
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Federal Register / Vol. 78, No. 138 / Thursday, July 18, 2013 / Notices
hanging walls in the ore producing
areas. The positive effects of these
techniques and procedures that have
proved effective over time will be
negated by creating wider and higher
excavations.
g. FOPS will become entangled with
existing ground support and
compromise the existing ground control.
(1) Backs in the Galena mine complex
vary in terms of height and the type of
ground support used. Currently the
LHDs used in the Galena mine are being
used in stopes where wire mesh, roof
bolts, cables, split sets, holey boards,
mats, stulls, and screens are used. The
primary supports used to address
ground control in the area often
protrude from the back and ribs and are
vulnerable to damage by moving
equipment. If the FOPS were to get
caught in this material, not only would
ground support be compromised if the
FOPS inadvertently dislodged any of
these support fixtures, but the
equipment operator could also
experience injury. In addition, the LHD
itself could be damaged if there is
impact with the rib or with ground
support fixtures protruding from the rib.
(2) The Galena mine operates a
number of other LHDs for which there
are no original equipment manufacturer
(OEM) FOPS available. This is
significant because for those units
where no OEM FOPS exists, there may
not be adequate room to attach such a
structure without impinging into the
operator’s compartment in such a way
as to either increase the likelihood of
injury or severely impede visibility.
h. FOPS would only provide
protection from falling objects during a
small fraction of the stoping cycle.
Currently miners at the Galena mine
spend 1–2 hours in the LHD mucking in
each stoping cycle. The rest of the time
the miners are on foot or using other
equipment without FOPS, and those
employees are considered to be safe
enough with only personal protective
equipment to protect them (for example,
a miner bolting with a jackleg, loading
a round, preparing for backfill, etc.).
When considering that these miners are
working without FOPS protection for
most of their shifts, requiring FOPS on
LHDs certainly flies in the face of logic.
i. The FOPS mounting hardware
creates pinch points. The most
dangerous pinch points on an LHD are
in and around the articulation joint. The
operator’s cab is positioned immediately
adjacent to the articulation, and
operators must be very cautious to avoid
this hazard. Clearances in the
articulation area are small without
FOPS installed and even more so with
the canopy on. On the 2cy LHDs, a post
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must be installed to mount the canopy
creating a pinch point hazard.
j. FOPS will reduce visibility to
operators.
(1) Visibility is a key operational
safety factor in operating any type of
heavy machinery. This is particularly
true in mechanized narrow-vein mining
as practiced at the Galena mine. While
operating an LHD with FOPS installed,
the operator’s sight lines become
obstructed, increasing risk to the
operator and to others working in the
area.
(2) Miners at the Galena mine have
stated they are opposed to the addition
of FOPS to the LHDs because of the
decrease of visibility to equipment
operators. The reduction of line-of-sight
visibility for the operator increases the
potential for ‘‘struck by’’ injuries to
miners traveling or working in the
vicinity of the equipment. Additionally,
to alleviate the limited visibility, the
miners may be inclined to lean out of
the side of the equipment, which not
only negates any benefit of the canopy,
but also increases the risk for head and
neck injuries.
k. FOPS will decrease operator space.
The LHD operators’ cabs at the Galena
mine are already cramped, and will
become even more cramped with FOPS
installed. Some experienced operators
and valued employees will no longer be
able to operate the LHDs because they
will not be able to fit in the cabs with
FOPS installed. Overhead clearance
within the operator’s cab will likely be
an issue as the LHD is subject to driving
over potholes or rocks while tramming,
causing the machine to bounce and the
operators to hit their heads on the
canopy.
l. FOPS would inhibit rescue efforts if
a rescue is required. Having FOPS
installed on LHDs would greatly inhibit
any rescue efforts that required an
operator to be removed from the cab. If
FOPS were installed on the LHDs, it
would be difficult to extract the operator
from the cab, as extrication gear is
designed to work in a vertical
orientation. It would also be difficult to
transport victims out over an LHD
stalled in a narrow stope heading,
because the FOPS structure itself would
impose a vertical obstruction midway
along the length of the machine that a
stretcher would have to be lifted over or
around. Under the current operating
conditions, there is adequate room to
perform extrication without undue
complications.
m. The standard is not applicable to
LHDs, which are low profile machines
specifically designed for underground
mining.
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42979
(1) LHDs perform differently than
front-end loaders. Front end-loaders
load trucks or hoppers. LHDs load
themselves, generally by filling their
bucket with muck, and then haul the
loaded material over varying, often
lengthy, distances to a dump point. In
contrast, front-end loaders fill their
scoops or buckets multiple times for
very short trips to haul trucks or other
forms of equipment used purely for
haulage. While both LHDs and front-end
loaders have a hydraulically operated
digging and lifting bucket on the front,
the similarities between the two pieces
of equipment end there.
(2) The configuration of the two types
of equipment is also strikingly different.
In general, the operator’s compartment
of a front-end loader sits directly behind
the scoop or bucket, facing forward to
facilitate the equipment’s sole mission
of picking up multiple loads for the
purpose of transferring them to haulage
equipment. The operator’s cab of a
typical LHD is located in the middle of
the machine to facilitate the equipment
taking a single scoop or bucket load and
then tramming in the opposite direction
to a dump point. The midships
positioning of the operator’s cab on an
LHD is intended to allow it to haul
comparatively long distances in narrow
areas where it is often unable to turn the
machine around before initiating the
haul. In this configuration the operator
sits sideways, maximizing his ability to
see where he is going when traveling in
either direction.
(3) Although the standard clearly
applies to front-end loaders used in
surface operations, when discussing the
standard for backup alarms, 30 CFR
57.14132 explicitly mentions and
exempts load, haul, dump vehicles from
that standard by name; [the back-up
alarm/horn requirement] is applicable to
surface mines and surface areas of
underground mines only, because the
construction of load, haul, dump
vehicles generally used underground is
such that the view to the rear is less
likely to be obstructed. If 30 CFR
57.14106(a) was meant to apply to
LHDs, the standard would have
specifically referenced this type of
equipment.
The petitioner asserts that application
of the existing standard would result in
diminution of safety to the miners.
Docket No: M–2013–009–M.
Petitioner: Hecla Limited, 1801
California Street, Suite 4900, Denver,
Colorado 80202.
Mine: Lucky Friday Mine, MSHA I.D.
No. 10–00088, located in Shoshone
County, Idaho.
Regulation Affected: 30 CFR
57.14106(a) (Falling object protection).
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Federal Register / Vol. 78, No. 138 / Thursday, July 18, 2013 / Notices
Modification Request: The petitioner
requests a modification of the existing
standard to permit the use of Load,
Haul, Dump (LHD) utility vehicles
underground without falling object
protection structures (FOPS) because it
would result in a diminution of safety
to the miners affected.
a. Ground control at the Lucky Friday
mine provides that there is no hazard
from falling objects.
(1) Based on Lucky Friday’s extensive
rock burst and ground control plans, the
mines current practice is to not exceed
11 feet in cut height. This is a major
design component that is based on years
of stoping experience in the Lucky
Friday mine. In the past, stopes mined
higher than 11 feet on a cut exhibited
less reliable rib conditions.
(2) All of Lucky Friday’s current
stoping is being done by the underhand
cut and fill method, which allows the
operator to create an engineered stope
backfill in a completed stope heading
that becomes the back in the next cut
taken below. Because the back is
constructed to engineered
specifications, there is high confidence
of low risk of roof failure under the
typical variations of wall rock geology
encountered in the Lucky Friday mine.
(3) As a result, stope crews (including
LHD operators) work under cemented
backfill that is substantially reinforced
internally with bolts, wire, timbers, and
cables as needed. The fill reaches a
compressive strength of 200 psi within
two to three days, at which time stope
crews are allowed to reenter beneath the
filled areas. The fill reaches strengths of
500 to 700 psi in 28 days. Wire mesh is
attached to the ends of the bolts
protruding below the cemented fill as
the stoping crew mines the next cut.
When conditions warrant, additional
bolting is installed in the fill.
b. There have been no documented
falling object incidents at the Lucky
Friday mine for 20 years. In the 1990’s
two miners were injured at the Lucky
Friday mine when they were operating
LHDs with FOPS under unsupported
ground. Since that time, the mine’s
policies have been modified so that
miners are prohibited from working
under unsupported ground. No miner
working in an LHD without FOPS has
been injured by falling rock since the
modification of this policy.
c. Rock burst potential at the Lucky
Friday mine does not mean there is an
increased hazard of falling objects.
(1) While geological conditions at the
Lucky Friday mine may make the mine
susceptible to rock bursts, rock bursts
are not falling object events. They more
typically involve the sudden expulsion
of material from the ribs. Because of the
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more or less horizontal nature of that
expulsion, FOPS would provide little or
no protection. Moreover, rock bursts
typically occur at blasting time, after all
personnel have exited active headings.
Seismic activities at the Lucky Friday
mine are actively monitored and a rock
burst control plan is in place as required
by 30 CFR 57.3461.
(2) This plan is specifically designed
to reduce the occurrence of rock bursts,
monitor procedures where detection
methods are used, and provide
additional measures to minimize
exposure of persons to rock bursts, such
as stress shadowing and other mining
techniques.
d. Complying with 30 CFR
57.14106(a) would subject miners to
greater hazards than they are subjected
to under current conditions.
e. Significant changes to the ground
control plan at the Lucky Friday mine
would need to be made to accommodate
clearance for the FOPS.
f. Clearance at the Lucky Friday mine
over the FOPS would become an issue.
(1) At the stoping cut starts, there is
generally adequate overhead clearance
in a standard 11-foot-high cut to allow
the LHD to operate without hitting the
stope ventilation duct—a 30-inch vent
bag. However, as the stope increases in
length, or as stope headings branch off
the main vein, a 42-inch vent bag is
substituted on the fan end to reduce
resistance in the duct and to keep
airflow in the stope at acceptable
volumes.
(2) Reducing the size of the vent bag
is not an option, as ventilation would be
compromised. In the Lucky Friday’s hot
humid stoping environment it is
essential to maximize ventilation flows
so as to optimize performance of the air
cooling systems. This performance must
be achieved in concert with effective
removal of air contaminants in the
heading such as dust and diesel
particulate matter, while providing
adequate airflow for personnel and
effective aspiration of diesel engines on
the equipment. Any reduction in the
size of the vent bag restricts airflow,
negatively impacting ventilation
performance in all of these areas. The
42-inch diameter vent bag now in use is
the optimum size for the dimensions of
the standard stopes.
(3) If the use of FOPS on LHDs is
required, the only viable solution to
clearance problems is to enlarge the
minimum heading size, which will
result in increased risks to miners.
g. Enlarging the heading heights
exposes more rib height, which reduces
the stope ribs’ structure stability.
(1) The Gold Hunter portion of the
Lucky Friday mine is a deep mining
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operation located within the Wallace
formation. The Wallace is composed
primarily of vertical, thinly bedded,
relatively weak and plastic argillites.
Due to the depth of this mine, some
degree of yielding of the rock around
development headings and stopes is
typical and expected. When the rock
yields and delaminates, it loses much of
its inherent strength. The orientation of
the bedding, which is parallel to the
veins, has a distinct impact on the type
and depth of yielding around a tunnel
or stope. In particular, excavations that
are driven parallel to the bedding
(which includes all stopes since
bedding strikes parallel to the vein
structure) will experience some degree
of delamination or buckling of the thin
argillite beds when subjected to the
normal in situ stress state. The onset of
significant buckling, as well as the
depth of the resulting damage to rock in
the walls, is roughly proportional to the
height of exposed vertical walls in the
stopes. Control of the yielding volume
and deformation of stopes is achieved
by two general design factors: (a)
Minimizing opening size; and (b)
application of ground support with
sufficient density and length to
maintain the yielded rock around the
excavation.
(2) Hecla’s experience at the Gold
Hunter portion of the Lucky Friday
mine indicates that wall stability in
stopes is particularly sensitive to wall
height. For example, experience in the
550–14 stope (5500 Level) illustrates the
issue fairly clearly. In 2010, mining in
the 550–14 stope was initiated beneath
the 15 stope, which was completed
approximately 5 years prior. The initial
plan was to leave a 10-feet-high solid
ore pillar beneath the 15 stope backfill
during cut #1 of 550–14 stope. This
pillar was to be left since the backfill in
the 15 stope had been in place for a long
time and had deteriorated due to stope
closure and water accumulation. As cut
#1 of the 14 stope was advanced, it
became obvious that a 10-feet-pillar
height was insufficient and that 15 feet
would be required. Cut #1 was stopped
and cut #2 was initiated and advanced
below the new backfill in cut #1 with
the objective that it would be mined
beyond the limits of cut #1 where the
cut height would be increased from 10
feet to 15 feet, thus creating the desired
15-feet-pillar height. In the process of
increasing the stope height from the
standard 10 feet to the taller 15 feet, the
wall of the stope failed at a height of 13
feet by buckling of beds. The failure,
which was about 18 feet in length and
10 feet in height and approximately 6
feet to 8 feet in depth, occurred roughly
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59 feet behind the advancing stope face.
Currently, cut heights in stopes at the
Gold Hunter are limited to 10 feet to
minimize the potential of this type of
failure.
h. Keeping stope height to a minimum
is fundamental to support strategy in
potentially seismic conditions. Seismic
conditions can sometimes occur at the
Gold Hunter portion of the Lucky Friday
mine primarily due to encountering
preexisting, poorly oriented fault
structures in proximity to the mining. A
seismic event, resulting from slip on a
fault structure will result in production
of a seismic wave that transits through
the rock mass and can impact the
stopes. Damage from these events is
largely the result of expulsion of
disturbed (yielded) rock from the walls
of the stopes. Since the back of stopes
in the underhand mining method is
engineered, damage has primarily been
observed from the disturbed rock in the
walls. Control of the expulsion of the
pre-damaged wall is performed by
limiting the height of the stopes and by
installation of ground support,
including heavy bolting and meshing.
Increasing stope height results in greater
depth of yielded/damaged rock in the
walls. This greater depth of yielding
creates a greater mass of weakened
material that could potentially be
ejected into a tunnel under seismic
loading. The density and length of
ground support required to dissipate the
kinetic energy of this mass increases
dramatically with the size of the failed
zone. Thus, keeping the stope height to
a minimum is fundamental to support
strategy in potentially seismic
conditions.
i. To minimize the deterioration and
failure potential of hanging walls in the
ore producing areas, techniques and
procedures developed at the Lucky
Friday mine provide for safe mineral
extraction on a sustained basis. The
positive effects of these techniques and
procedures that have proved effective
over time will be negated by creating
wider and higher excavations.
j. FOPS will become entangled with
existing ground support and
compromise the existing ground control.
(1) Backs in the Lucky Friday mine
complex vary in terms of height and the
type of ground support used. Currently
the LHDs in the Lucky Friday mine are
being used in stopes where wire mesh,
roof bolts, cables, split sets, holey
boards, mats, stulls and screens are
used. The primary supports used to
address ground control in the area often
protrude from the back and ribs and are
vulnerable to damage by moving
equipment. If the FOPS were to get
caught in this material, not only would
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ground support be compromised if the
FOPS inadvertently dislodged any of
these support fixtures, but the
equipment operator could also
experience injury. In addition, the LHD
itself could be damaged if there is
impact with the rib or with ground
support fixtures protruding from the rib.
(2) In a recent test at the Lucky Friday
mine where an experienced LHD
operator was asked to test performance
of LHD equipment with FOPS, the LHD
became trapped in a stope heading as
the FOPS hooked on a split set that was
installed to hold wire mesh against the
rib. The operator was not trapped in the
cab and was able to exit safely, but
another LHD had to be brought in to
extricate the trapped machine. A test of
a LHD with a newly installed FOPS
showed damage from the impacts with
the stope rib after only minutes of
operation.
k. FOPS would only provide
protection from falling objects during a
small fraction of the stoping cycle.
Currently miners at the Lucky Friday
mine spend 1–2 hours in the LHD
mucking in each stoping cycle. The rest
of the time the miners are on foot or
using other equipment without FOPS,
and those employees are considered to
be safe enough with only personal
protective equipment to protect them
(for example, a miner bolting with a
jackleg, loading a round, preparing for
backfill, etc.). When considering that
these miners are working without FOPS
protection for most of their shifts,
requiring FOPS on LHDs certainly flies
in the face of logic.
l. The FOPS mounting hardware
creates pinch points.
(1) The most dangerous pinch points
on an LHD are in and around the
articulation joint. The operator’s cab is
positioned immediately adjacent to the
articulation, and operators must be very
cautious to avoid this hazard.
Clearances in the articulation area are
small without FOPS installed and even
more so with the canopy on. On the 2cy
LHD’s, a post must be installed to
mount the canopy creating a pinch
point hazard.
(2) On one occasion at the Lucky
Friday mine (before the FOPS were
removed in the 1990s), a miner lost his
finger when his LHD started to tip over
and he grabbed the FOPS canopy for
support. His finger was caught between
the canopy and stope rib and was
amputated.
m. FOPS will reduce visibility to
operators.
(1) Visibility is a key operational
safety factor in operating any type of
heavy machinery. This is particularly
true in mechanized narrow-vein mining
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42981
as practiced at the Lucky Friday mine.
While operating an LHD with FOPS
installed, the operator’s sight lines
become obstructed, increasing risk to
the operator and to others working in
the area.
(2) Miners at the Lucky Friday mine
have stated they are opposed to the
addition of FOPS to the LHDs because
of the decrease of visibility to
equipment operators. The reduction of
line-of-sight visibility for the operator
increases the potential for ‘‘struck by’’
injuries to miners traveling or working
in the vicinity of the equipment.
Additionally, to alleviate the limited
visibility, the miners may be inclined to
lean out of the side of the equipment,
which not only negates any benefit of
the canopy, but also increases the risk
for head and neck injuries.
n. FOPS will decrease operator space.
The LHD operators’ cabs at the Lucky
Friday mine are already cramped, and
will become even more cramped with
FOPS installed. Some experienced
operators and valued employees will no
longer be able to operate the LHDs
because they will not be able to fit in the
cabs with FOPS installed. Overhead
clearance within the operator’s cab will
likely be an issue as the LHD is subject
to driving over potholes or rocks while
tramming, causing the machine to
bounce and the operators to hit their
heads on the canopy.
o. FOPS would inhibit rescue efforts
if a rescue is required. Having FOPS
installed on LHDs would greatly inhibit
any rescue efforts that required an
operator to be removed from the cab. If
FOPS were installed on the LHDs, it
would be difficult to extract the operator
from the cab, as extrication gear is
designed to work in a vertical
orientation. It would also be difficult to
transport victims out over an LHD
stalled in a narrow stope heading,
because the FOPS structure itself would
impose a vertical obstruction midway
along the length of the machine that a
stretcher would have to be lifted over or
around. Under the current operating
conditions, there is adequate room to
perform extrication without undue
complications.
p. The standard is not applicable to
LHDs, which are low profile machines
specifically designed for underground
mining.
(1) LHDs perform differently than
front-end loaders. Front end-loaders
load trucks or hoppers. LHDs load
themselves, generally by filling their
bucket with muck, and then haul the
loaded material over varying, often
lengthy, distances to a dump point. In
contrast, front-end loaders fill their
scoops or buckets multiple times for
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Federal Register / Vol. 78, No. 138 / Thursday, July 18, 2013 / Notices
very short trips to haul trucks or other
forms of equipment used purely for
haulage. While both LHDs and front-end
loaders have a hydraulically operated
digging and lifting bucket on the front,
the similarities between the two pieces
of equipment end there.
(2) The configuration of the two types
of equipment is also strikingly different.
In general, the operator’s compartment
of a front-end loader sits directly behind
the scoop or bucket, facing forward to
facilitate the equipment’s sole mission
of picking up multiple loads for the
purpose of transferring them to haulage
equipment. The operator’s cab of a
typical LHD is located in the middle of
the machine to facilitate the equipment
taking a single scoop or bucket load and
then tramming in the opposite direction
to a dump point. The midships
positioning of the operator’s cab on an
LHD is intended to allow it to haul
comparatively long distances in narrow
areas where it is often unable to turn the
machine around before initiating the
haul. In this configuration the operator
sits sideways, maximizing his ability to
see where he is going when traveling in
either direction.
(3) Although the standard clearly
applies to front-end loaders used in
surface operations, when discussing the
standard for backup alarms, 30 CFR
57.14132 explicitly mentions and
exempts load, haul, dump vehicles from
that standard by name; [the back-up
alarm/horn requirement] is applicable to
surface mines and surface areas of
underground mines only, because the
construction of load, haul, dump
vehicles generally used underground is
such that the view to the rear is less
likely to be obstructed. If 30 CFR
57.14106(a) was meant to apply to
LHDs, the standard would have
specifically referenced this type of
equipment.
The petitioner asserts that application
of the existing standard would result in
diminution of safety to the miners.
Dated: July 12, 2013.
George F. Triebsch,
Director, Office of Standards, Regulations and
Variances.
[FR Doc. 2013–17202 Filed 7–17–13; 8:45 am]
TKELLEY on DSK3SPTVN1PROD with NOTICES
BILLING CODE 4510–43–P
NATIONAL FOUNDATION ON THE
ARTS AND THE HUMANITIES
Arts Advisory Panel Meeting
National Endowment for the
Arts, National Foundation on the Arts
and Humanities.
ACTION: Notice of Meetings
AGENCY:
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Pursuant to Section 10(a)(2) of
the Federal Advisory Committee Act
(Pub. L. 92–463), as amended, notice is
hereby given one meeting of the Arts
Advisory Panel to the National Council
on the Arts will be held at the Nancy
Hanks Center, 1100 Pennsylvania
Avenue NW., Washington, DC 20506 as
follows (ending times are approximate;
all times are Eastern Daylight Time):
Literature (application review): Room
716. This meeting will be closed.
DATES: August 1, 2013; 9:00 a.m. to 5:00
p.m.
FOR FURTHER INFORMATION CONTACT:
Further information with reference to
these meetings can be obtained from Ms.
Kathy Plowitz-Worden, Office of
Guidelines & Panel Operations, National
Endowment for the Arts, Washington,
DC 20506; plowitzk@arts.gov or call
202/682–5691.
SUPPLEMENTARY INFORMATION: The
closed portions of meetings are for the
purpose of Panel review, discussion,
evaluation, and recommendations on
financial assistance under the National
Foundation on the Arts and the
Humanities Act of 1965, as amended,
including information given in
confidence to the agency. In accordance
with the determination of the Chairman
of February 15, 2012, these sessions will
be closed to the public pursuant to
subsection (c)(6) of section 552b of Title
5, United States Code.
SUMMARY:
Dated: July 15, 2013.
Kathy Plowitz-Worden,
Panel Coordinator, National Endowment for
the Arts.
Open.
This meeting will be held by
teleconference at the National Science
Board Office, National Science
Foundation, 4201 Wilson Blvd.,
Arlington, VA 22230. A public listening
line will be available. Members of the
public must contact the Board Office
[call 703–292–7000 or send an email
message to nationalsciencebrd@nsf.gov]
at least 24 hours prior to the
teleconference for the public listening
number.
UPDATES AND POINT OF CONTACT: Please
refer to the National Science Board Web
site www.nsf.gov/nsb for additional
information. Meeting information and
updates (time, place, subject matter or
status of meeting) may be found at
https://www.nsf.gov/nsb/notices/. Point
of contact for this meeting is: Peter
Arzberger, 4201 Wilson Blvd.,
Arlington, VA 22230. Telephone: (703)
292–8000.
STATUS:
LOCATION:
Ann Bushmiller,
Senior Counsel to the National Science Board.
[FR Doc. 2013–17393 Filed 7–16–13; 4:15 pm]
BILLING CODE 7555–01–P
OFFICE OF PERSONNEL
MANAGEMENT
Submission for Review: Information
Collection; Questionnaire for NonSensitive Positions (SF 85)
[FR Doc. 2013–17246 Filed 7–17–13; 8:45 am]
U.S. Office of Personnel
Management.
ACTION: 60-Day Notice and request for
comments.
BILLING CODE 7537–01–P
SUMMARY:
NATIONAL SCIENCE FOUNDATION
National Science Board; Sunshine Act
Meetings; Notice
The National Science Board’s
Executive Committee, pursuant to NSF
regulations (45 CFR Part 614), the
National Science Foundation Act, as
amended (42 U.S.C. 1862n–5), and the
Government in the Sunshine Act (5
U.S.C. 552b), hereby gives notice in
regard to the scheduling of a
teleconference for the transaction of
National Science Board business and
other matters specified, as follows:
DATE AND TIME: Wednesday, July 24,
2013, from 11:00 a.m. to 12:00 noon
EDT.
SUBJECT MATTER: (1) Chairman’s opening
remarks; (2) Discussion of agenda for
August 2013 meeting; and (3) Approval
of open minutes of previous meetings.
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AGENCY:
Federal Investigative Services
(FIS), U.S. Office of Personnel
Management (OPM) offers the general
public and other Federal agencies the
opportunity to comment on an
information collection request (ICR),
Office of Management and Budget
(OMB) Control No. 3206–NEW, for
Questionnaire for Non-Sensitive
Positions, Standard Form 85 (SF 85). As
required by the Paperwork Reduction
Act of 1995, (Pub. L. 104–13, 44 U.S.C.
chapter 35) as amended by the ClingerCohen Act (Pub. L. 104–106), OPM is
soliciting comments for this collection.
The Office of Management and Budget
is particularly interested in comments
that:
1. Evaluate whether the proposed
collection of information is necessary
for the proper performance of the
functions of OPM, including whether
the information will have practical
utility;
2. Evaluate the accuracy of OPM’s
estimate of the burden of the proposed
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Agencies
[Federal Register Volume 78, Number 138 (Thursday, July 18, 2013)]
[Notices]
[Pages 42977-42982]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2013-17202]
=======================================================================
-----------------------------------------------------------------------
DEPARTMENT OF LABOR
Mine Safety and Health Administration
Petitions for Modification of Application of Existing Mandatory
Safety Standards
AGENCY: Mine Safety and Health Administration, Labor.
ACTION: Notice.
-----------------------------------------------------------------------
SUMMARY: Section 101(c) of the Federal Mine Safety and Health Act of
1977 and 30 CFR part 44 govern the application, processing, and
disposition of petitions for modification. This notice is a summary of
petitions for modification submitted to the Mine Safety and Health
Administration (MSHA) by the parties listed below to modify the
application of existing mandatory safety standards codified in Title 30
of the Code of Federal Regulations.
DATES: All comments on the petitions must be received by the Office of
Standards, Regulations and Variances on or before August 19, 2013.
ADDRESSES: You may submit your comments, identified by ``docket
number'' on the subject line, by any of the following methods:
1. Electronic Mail: zzMSHA-comments@dol.gov. Include the docket
number of the petition in the subject line of the message.
2. Facsimile: 202-693-9441.
3. Regular Mail or Hand Delivery: MSHA, Office of Standards,
Regulations and Variances, 1100 Wilson Boulevard, Room 2350, Arlington,
Virginia 22209-3939, Attention: George F. Triebsch, Director, Office of
Standards, Regulations and Variances. Persons delivering documents are
required to check in at the receptionist's desk on the 21st floor.
Individuals may inspect copies of the petitions and comments during
normal business hours at the address listed above.
MSHA will consider only comments postmarked by the U.S. Postal
Service or proof of delivery from another delivery service such as UPS
or Federal Express on or before the deadline for comments.
FOR FURTHER INFORMATION CONTACT: Barbara Barron, Office of Standards,
Regulations and Variances at 202-693-
[[Page 42978]]
9447 (Voice), barron.barbara@dol.gov (Email), or 202-693-9441
(Facsimile). [These are not toll-free numbers.]
SUPPLEMENTARY INFORMATION:
I. Background
Section 101(c) of the Federal Mine Safety and Health Act of 1977
(Mine Act) allows the mine operator or representative of miners to file
a petition to modify the application of any mandatory safety standard
to a coal or other mine if the Secretary of Labor determines that:
(1) An alternative method of achieving the result of such standard
exists which will at all times guarantee no less than the same measure
of protection afforded the miners of such mine by such standard; or
(2) That the application of such standard to such mine will result
in a diminution of safety to the miners in such mine.
In addition, the regulations at 30 CFR 44.10 and 44.11 establish
the requirements and procedures for filing petitions for modification.
II. Petitions for Modification
Docket No: M-2013-008-M.
Petitioner: U.S. Silver Idaho, Inc., 1801 California Street, Suite
4900, Denver, Colorado 80202.
Mine: Galena Mine, MSHA I.D. No. 10-00082, located in Shoshone
County, Idaho.
Regulation Affected: 30 CFR 57.14106(a) (Falling object
protection).
Modification Request: The petitioner requests a modification of the
existing standard to permit the use of Load, Haul, Dump (LHD) utility
vehicles underground without falling object protection structures
(FOPS) because it would result in a diminution of safety to the miners
affected.
a. Both the mining method and the ground control at the Galena mine
are such that there is no increased hazard from falling objects.
(1) The Galena mine complex hosts a wide range of rock conditions.
To ensure a safe work environment, the company has employed a
combination of good mining practices, rock bolting fixtures, surface
support, backfill, and timber in its ground support plan. Hence, the
LHDs are never operated under unsupported ground.
(2) The minimum ground support standards in the areas where the
subject LHDs are used in the Galena mine are as follows: in areas where
overhand cut and fill is used, the back and ribs are supported with a
minimum of 4-foot bolts and holey boards or monster mats. Support used
on the ribs include a combination of bolts, holey boards, mats, stulls,
and screen. Additional rib support of 6-foot rebar on 6-foot spacing is
also used in certain areas. Additional surface support such as wire
mesh, poly mesh, mats, and shotcrete is also installed when conditions
warrant.
(3) In areas where underhand cut and fill is used, the back must
have mesh across the cement fill/rock contacts, which is attached by
plates over the exposed 6-foot rebar bolts. A minimum of 4-foot split
sets on 3-foot centers with wire mesh is used for rib support. Wire
mesh is installed with adequate overlap and to within 5 feet of the
sill. Where warranted, additional surface support such as wire mesh,
poly mesh, mats, and shotcrete can be installed.
(4) In areas of vertical development, the back is supported with a
minimum of 4-foot bolts and holey boards or monster mats. The hanging
and footwall is supported with a minimum of 4-foot bolts and one row of
mats per timber set. Raise timber is installed with a minimum of 12
inches of heading between the cap and wall.
(5) The mine's current practice is to not exceed 11 feet in cut
height to facilitate hand-held jack leg drilling and bolt installation
safely and productively.
b. There have been no documented falling object incidents at the
Galena mine.
(1) Mine policies at the Galena mine prohibit miners from working
under unsupported ground.
(2) No miner working in an LHD without FOPS has been injured by
falling material.
c. Rock burst potential at the Galena mine does not mean there is
an increased hazard of falling objects.
(1) While geological conditions at the Galena mine may make the
mine susceptible to rock bursts, rock bursts are not falling object
events. They more typically involve the sudden expulsion of material
from the ribs. Because of the more or less horizontal nature of that
expulsion, FOPS would provide little or no protection. Moreover, rock
bursts typically occur at blasting time, after all personnel have
exited active headings. Seismic activities at the Galena mine are
actively monitored and a rock burst control plan is in place as
required by 30 CFR 57.3461.
(2) This plan is specifically designed to reduce the occurrence of
rock bursts, monitor procedures where detection methods are used, and
provide additional measures to minimize exposure of persons to rock
bursts, such as stress shadowing and other mining techniques.
d. Complying with 30 CFR 57.14106(a) would subject miners to
greater hazards than they are subjected to under current conditions.
e. Significant changes to the ground control plan at the Galena
mine would need to be made to accommodate clearance for the FOPS.
f. Enlarging the heading height at the Galena mine exposes more rib
height, which reduces the stope ribs' structural stability.
(1) Sound geotechnical principles dictate that ground support
requirements are directly linked to the span of the excavation; this
applies to both lateral and vertical spans. Greater spans require
longer fixtures more closely spaced to overcome the forces and loads
that the spans are subjected to. Successful narrow vein mining methods
are dependent upon minimizing spans and the inherent risks associated
with exceeding critical dimensions.
(2) Requiring the use of FOPS at the Galena mine will dictate wider
and higher excavations to accommodate the FOPS. LHD operators will be
subjected to exposures and hazards not faced today, and even greater
exposure will exist for the personnel on the ground installing and
maintaining the ground support and performing other essential tasks. A
typical mining cycle in a mechanized area of the Galena mine only
requires about 2 hours of the available work cycle; the remainder of
the cycle is consumed by installing and maintaining the ground support,
advancing utilities, and drilling and charging the next advance
sequence. This work is performed from the ground with hand-held tools.
All risks and exposures previously detailed for the LHD operators will
be faced by the ground miner for an even greater period of time.
Additionally, a miner's ability to adequately scale and provide for
proper rock bolting processes will be negatively impacted by the
higher, wider spans.
(3) Hanging wall stability in the Galena mine is most significantly
influenced by two main factors: The geologic composition of the wall
rock, and the height and attitude of the hanging wall. The higher and
flatter the hanging wall, the greater the likelihood of deterioration
or failure as a result of the effects of gravity, as well as the
lateral stresses present that provide for rock burst potential.
(4) Mining higher and/or wider increases cycle times, increases
exposure, and radically influences stability. Techniques and procedures
have been developed at the Galena mine that provide for safe mineral
extraction on a sustained basis, and minimize the deterioration and
failure potential of
[[Page 42979]]
hanging walls in the ore producing areas. The positive effects of these
techniques and procedures that have proved effective over time will be
negated by creating wider and higher excavations.
g. FOPS will become entangled with existing ground support and
compromise the existing ground control.
(1) Backs in the Galena mine complex vary in terms of height and
the type of ground support used. Currently the LHDs used in the Galena
mine are being used in stopes where wire mesh, roof bolts, cables,
split sets, holey boards, mats, stulls, and screens are used. The
primary supports used to address ground control in the area often
protrude from the back and ribs and are vulnerable to damage by moving
equipment. If the FOPS were to get caught in this material, not only
would ground support be compromised if the FOPS inadvertently dislodged
any of these support fixtures, but the equipment operator could also
experience injury. In addition, the LHD itself could be damaged if
there is impact with the rib or with ground support fixtures protruding
from the rib.
(2) The Galena mine operates a number of other LHDs for which there
are no original equipment manufacturer (OEM) FOPS available. This is
significant because for those units where no OEM FOPS exists, there may
not be adequate room to attach such a structure without impinging into
the operator's compartment in such a way as to either increase the
likelihood of injury or severely impede visibility.
h. FOPS would only provide protection from falling objects during a
small fraction of the stoping cycle. Currently miners at the Galena
mine spend 1-2 hours in the LHD mucking in each stoping cycle. The rest
of the time the miners are on foot or using other equipment without
FOPS, and those employees are considered to be safe enough with only
personal protective equipment to protect them (for example, a miner
bolting with a jackleg, loading a round, preparing for backfill, etc.).
When considering that these miners are working without FOPS protection
for most of their shifts, requiring FOPS on LHDs certainly flies in the
face of logic.
i. The FOPS mounting hardware creates pinch points. The most
dangerous pinch points on an LHD are in and around the articulation
joint. The operator's cab is positioned immediately adjacent to the
articulation, and operators must be very cautious to avoid this hazard.
Clearances in the articulation area are small without FOPS installed
and even more so with the canopy on. On the 2cy LHDs, a post must be
installed to mount the canopy creating a pinch point hazard.
j. FOPS will reduce visibility to operators.
(1) Visibility is a key operational safety factor in operating any
type of heavy machinery. This is particularly true in mechanized
narrow-vein mining as practiced at the Galena mine. While operating an
LHD with FOPS installed, the operator's sight lines become obstructed,
increasing risk to the operator and to others working in the area.
(2) Miners at the Galena mine have stated they are opposed to the
addition of FOPS to the LHDs because of the decrease of visibility to
equipment operators. The reduction of line-of-sight visibility for the
operator increases the potential for ``struck by'' injuries to miners
traveling or working in the vicinity of the equipment. Additionally, to
alleviate the limited visibility, the miners may be inclined to lean
out of the side of the equipment, which not only negates any benefit of
the canopy, but also increases the risk for head and neck injuries.
k. FOPS will decrease operator space. The LHD operators' cabs at
the Galena mine are already cramped, and will become even more cramped
with FOPS installed. Some experienced operators and valued employees
will no longer be able to operate the LHDs because they will not be
able to fit in the cabs with FOPS installed. Overhead clearance within
the operator's cab will likely be an issue as the LHD is subject to
driving over potholes or rocks while tramming, causing the machine to
bounce and the operators to hit their heads on the canopy.
l. FOPS would inhibit rescue efforts if a rescue is required.
Having FOPS installed on LHDs would greatly inhibit any rescue efforts
that required an operator to be removed from the cab. If FOPS were
installed on the LHDs, it would be difficult to extract the operator
from the cab, as extrication gear is designed to work in a vertical
orientation. It would also be difficult to transport victims out over
an LHD stalled in a narrow stope heading, because the FOPS structure
itself would impose a vertical obstruction midway along the length of
the machine that a stretcher would have to be lifted over or around.
Under the current operating conditions, there is adequate room to
perform extrication without undue complications.
m. The standard is not applicable to LHDs, which are low profile
machines specifically designed for underground mining.
(1) LHDs perform differently than front-end loaders. Front end-
loaders load trucks or hoppers. LHDs load themselves, generally by
filling their bucket with muck, and then haul the loaded material over
varying, often lengthy, distances to a dump point. In contrast, front-
end loaders fill their scoops or buckets multiple times for very short
trips to haul trucks or other forms of equipment used purely for
haulage. While both LHDs and front-end loaders have a hydraulically
operated digging and lifting bucket on the front, the similarities
between the two pieces of equipment end there.
(2) The configuration of the two types of equipment is also
strikingly different. In general, the operator's compartment of a
front-end loader sits directly behind the scoop or bucket, facing
forward to facilitate the equipment's sole mission of picking up
multiple loads for the purpose of transferring them to haulage
equipment. The operator's cab of a typical LHD is located in the middle
of the machine to facilitate the equipment taking a single scoop or
bucket load and then tramming in the opposite direction to a dump
point. The midships positioning of the operator's cab on an LHD is
intended to allow it to haul comparatively long distances in narrow
areas where it is often unable to turn the machine around before
initiating the haul. In this configuration the operator sits sideways,
maximizing his ability to see where he is going when traveling in
either direction.
(3) Although the standard clearly applies to front-end loaders used
in surface operations, when discussing the standard for backup alarms,
30 CFR 57.14132 explicitly mentions and exempts load, haul, dump
vehicles from that standard by name; [the back-up alarm/horn
requirement] is applicable to surface mines and surface areas of
underground mines only, because the construction of load, haul, dump
vehicles generally used underground is such that the view to the rear
is less likely to be obstructed. If 30 CFR 57.14106(a) was meant to
apply to LHDs, the standard would have specifically referenced this
type of equipment.
The petitioner asserts that application of the existing standard
would result in diminution of safety to the miners.
Docket No: M-2013-009-M.
Petitioner: Hecla Limited, 1801 California Street, Suite 4900,
Denver, Colorado 80202.
Mine: Lucky Friday Mine, MSHA I.D. No. 10-00088, located in
Shoshone County, Idaho.
Regulation Affected: 30 CFR 57.14106(a) (Falling object
protection).
[[Page 42980]]
Modification Request: The petitioner requests a modification of the
existing standard to permit the use of Load, Haul, Dump (LHD) utility
vehicles underground without falling object protection structures
(FOPS) because it would result in a diminution of safety to the miners
affected.
a. Ground control at the Lucky Friday mine provides that there is
no hazard from falling objects.
(1) Based on Lucky Friday's extensive rock burst and ground control
plans, the mines current practice is to not exceed 11 feet in cut
height. This is a major design component that is based on years of
stoping experience in the Lucky Friday mine. In the past, stopes mined
higher than 11 feet on a cut exhibited less reliable rib conditions.
(2) All of Lucky Friday's current stoping is being done by the
underhand cut and fill method, which allows the operator to create an
engineered stope backfill in a completed stope heading that becomes the
back in the next cut taken below. Because the back is constructed to
engineered specifications, there is high confidence of low risk of roof
failure under the typical variations of wall rock geology encountered
in the Lucky Friday mine.
(3) As a result, stope crews (including LHD operators) work under
cemented backfill that is substantially reinforced internally with
bolts, wire, timbers, and cables as needed. The fill reaches a
compressive strength of 200 psi within two to three days, at which time
stope crews are allowed to reenter beneath the filled areas. The fill
reaches strengths of 500 to 700 psi in 28 days. Wire mesh is attached
to the ends of the bolts protruding below the cemented fill as the
stoping crew mines the next cut. When conditions warrant, additional
bolting is installed in the fill.
b. There have been no documented falling object incidents at the
Lucky Friday mine for 20 years. In the 1990's two miners were injured
at the Lucky Friday mine when they were operating LHDs with FOPS under
unsupported ground. Since that time, the mine's policies have been
modified so that miners are prohibited from working under unsupported
ground. No miner working in an LHD without FOPS has been injured by
falling rock since the modification of this policy.
c. Rock burst potential at the Lucky Friday mine does not mean
there is an increased hazard of falling objects.
(1) While geological conditions at the Lucky Friday mine may make
the mine susceptible to rock bursts, rock bursts are not falling object
events. They more typically involve the sudden expulsion of material
from the ribs. Because of the more or less horizontal nature of that
expulsion, FOPS would provide little or no protection. Moreover, rock
bursts typically occur at blasting time, after all personnel have
exited active headings. Seismic activities at the Lucky Friday mine are
actively monitored and a rock burst control plan is in place as
required by 30 CFR 57.3461.
(2) This plan is specifically designed to reduce the occurrence of
rock bursts, monitor procedures where detection methods are used, and
provide additional measures to minimize exposure of persons to rock
bursts, such as stress shadowing and other mining techniques.
d. Complying with 30 CFR 57.14106(a) would subject miners to
greater hazards than they are subjected to under current conditions.
e. Significant changes to the ground control plan at the Lucky
Friday mine would need to be made to accommodate clearance for the
FOPS.
f. Clearance at the Lucky Friday mine over the FOPS would become an
issue.
(1) At the stoping cut starts, there is generally adequate overhead
clearance in a standard 11-foot-high cut to allow the LHD to operate
without hitting the stope ventilation duct--a 30-inch vent bag.
However, as the stope increases in length, or as stope headings branch
off the main vein, a 42-inch vent bag is substituted on the fan end to
reduce resistance in the duct and to keep airflow in the stope at
acceptable volumes.
(2) Reducing the size of the vent bag is not an option, as
ventilation would be compromised. In the Lucky Friday's hot humid
stoping environment it is essential to maximize ventilation flows so as
to optimize performance of the air cooling systems. This performance
must be achieved in concert with effective removal of air contaminants
in the heading such as dust and diesel particulate matter, while
providing adequate airflow for personnel and effective aspiration of
diesel engines on the equipment. Any reduction in the size of the vent
bag restricts airflow, negatively impacting ventilation performance in
all of these areas. The 42-inch diameter vent bag now in use is the
optimum size for the dimensions of the standard stopes.
(3) If the use of FOPS on LHDs is required, the only viable
solution to clearance problems is to enlarge the minimum heading size,
which will result in increased risks to miners.
g. Enlarging the heading heights exposes more rib height, which
reduces the stope ribs' structure stability.
(1) The Gold Hunter portion of the Lucky Friday mine is a deep
mining operation located within the Wallace formation. The Wallace is
composed primarily of vertical, thinly bedded, relatively weak and
plastic argillites. Due to the depth of this mine, some degree of
yielding of the rock around development headings and stopes is typical
and expected. When the rock yields and delaminates, it loses much of
its inherent strength. The orientation of the bedding, which is
parallel to the veins, has a distinct impact on the type and depth of
yielding around a tunnel or stope. In particular, excavations that are
driven parallel to the bedding (which includes all stopes since bedding
strikes parallel to the vein structure) will experience some degree of
delamination or buckling of the thin argillite beds when subjected to
the normal in situ stress state. The onset of significant buckling, as
well as the depth of the resulting damage to rock in the walls, is
roughly proportional to the height of exposed vertical walls in the
stopes. Control of the yielding volume and deformation of stopes is
achieved by two general design factors: (a) Minimizing opening size;
and (b) application of ground support with sufficient density and
length to maintain the yielded rock around the excavation.
(2) Hecla's experience at the Gold Hunter portion of the Lucky
Friday mine indicates that wall stability in stopes is particularly
sensitive to wall height. For example, experience in the 550-14 stope
(5500 Level) illustrates the issue fairly clearly. In 2010, mining in
the 550-14 stope was initiated beneath the 15 stope, which was
completed approximately 5 years prior. The initial plan was to leave a
10-feet-high solid ore pillar beneath the 15 stope backfill during cut
1 of 550-14 stope. This pillar was to be left since the
backfill in the 15 stope had been in place for a long time and had
deteriorated due to stope closure and water accumulation. As cut
1 of the 14 stope was advanced, it became obvious that a 10-
feet-pillar height was insufficient and that 15 feet would be required.
Cut 1 was stopped and cut 2 was initiated and
advanced below the new backfill in cut 1 with the objective
that it would be mined beyond the limits of cut 1 where the
cut height would be increased from 10 feet to 15 feet, thus creating
the desired 15-feet-pillar height. In the process of increasing the
stope height from the standard 10 feet to the taller 15 feet, the wall
of the stope failed at a height of 13 feet by buckling of beds. The
failure, which was about 18 feet in length and 10 feet in height and
approximately 6 feet to 8 feet in depth, occurred roughly
[[Page 42981]]
59 feet behind the advancing stope face. Currently, cut heights in
stopes at the Gold Hunter are limited to 10 feet to minimize the
potential of this type of failure.
h. Keeping stope height to a minimum is fundamental to support
strategy in potentially seismic conditions. Seismic conditions can
sometimes occur at the Gold Hunter portion of the Lucky Friday mine
primarily due to encountering preexisting, poorly oriented fault
structures in proximity to the mining. A seismic event, resulting from
slip on a fault structure will result in production of a seismic wave
that transits through the rock mass and can impact the stopes. Damage
from these events is largely the result of expulsion of disturbed
(yielded) rock from the walls of the stopes. Since the back of stopes
in the underhand mining method is engineered, damage has primarily been
observed from the disturbed rock in the walls. Control of the expulsion
of the pre-damaged wall is performed by limiting the height of the
stopes and by installation of ground support, including heavy bolting
and meshing. Increasing stope height results in greater depth of
yielded/damaged rock in the walls. This greater depth of yielding
creates a greater mass of weakened material that could potentially be
ejected into a tunnel under seismic loading. The density and length of
ground support required to dissipate the kinetic energy of this mass
increases dramatically with the size of the failed zone. Thus, keeping
the stope height to a minimum is fundamental to support strategy in
potentially seismic conditions.
i. To minimize the deterioration and failure potential of hanging
walls in the ore producing areas, techniques and procedures developed
at the Lucky Friday mine provide for safe mineral extraction on a
sustained basis. The positive effects of these techniques and
procedures that have proved effective over time will be negated by
creating wider and higher excavations.
j. FOPS will become entangled with existing ground support and
compromise the existing ground control.
(1) Backs in the Lucky Friday mine complex vary in terms of height
and the type of ground support used. Currently the LHDs in the Lucky
Friday mine are being used in stopes where wire mesh, roof bolts,
cables, split sets, holey boards, mats, stulls and screens are used.
The primary supports used to address ground control in the area often
protrude from the back and ribs and are vulnerable to damage by moving
equipment. If the FOPS were to get caught in this material, not only
would ground support be compromised if the FOPS inadvertently dislodged
any of these support fixtures, but the equipment operator could also
experience injury. In addition, the LHD itself could be damaged if
there is impact with the rib or with ground support fixtures protruding
from the rib.
(2) In a recent test at the Lucky Friday mine where an experienced
LHD operator was asked to test performance of LHD equipment with FOPS,
the LHD became trapped in a stope heading as the FOPS hooked on a split
set that was installed to hold wire mesh against the rib. The operator
was not trapped in the cab and was able to exit safely, but another LHD
had to be brought in to extricate the trapped machine. A test of a LHD
with a newly installed FOPS showed damage from the impacts with the
stope rib after only minutes of operation.
k. FOPS would only provide protection from falling objects during a
small fraction of the stoping cycle. Currently miners at the Lucky
Friday mine spend 1-2 hours in the LHD mucking in each stoping cycle.
The rest of the time the miners are on foot or using other equipment
without FOPS, and those employees are considered to be safe enough with
only personal protective equipment to protect them (for example, a
miner bolting with a jackleg, loading a round, preparing for backfill,
etc.). When considering that these miners are working without FOPS
protection for most of their shifts, requiring FOPS on LHDs certainly
flies in the face of logic.
l. The FOPS mounting hardware creates pinch points.
(1) The most dangerous pinch points on an LHD are in and around the
articulation joint. The operator's cab is positioned immediately
adjacent to the articulation, and operators must be very cautious to
avoid this hazard. Clearances in the articulation area are small
without FOPS installed and even more so with the canopy on. On the 2cy
LHD's, a post must be installed to mount the canopy creating a pinch
point hazard.
(2) On one occasion at the Lucky Friday mine (before the FOPS were
removed in the 1990s), a miner lost his finger when his LHD started to
tip over and he grabbed the FOPS canopy for support. His finger was
caught between the canopy and stope rib and was amputated.
m. FOPS will reduce visibility to operators.
(1) Visibility is a key operational safety factor in operating any
type of heavy machinery. This is particularly true in mechanized
narrow-vein mining as practiced at the Lucky Friday mine. While
operating an LHD with FOPS installed, the operator's sight lines become
obstructed, increasing risk to the operator and to others working in
the area.
(2) Miners at the Lucky Friday mine have stated they are opposed to
the addition of FOPS to the LHDs because of the decrease of visibility
to equipment operators. The reduction of line-of-sight visibility for
the operator increases the potential for ``struck by'' injuries to
miners traveling or working in the vicinity of the equipment.
Additionally, to alleviate the limited visibility, the miners may be
inclined to lean out of the side of the equipment, which not only
negates any benefit of the canopy, but also increases the risk for head
and neck injuries.
n. FOPS will decrease operator space. The LHD operators' cabs at
the Lucky Friday mine are already cramped, and will become even more
cramped with FOPS installed. Some experienced operators and valued
employees will no longer be able to operate the LHDs because they will
not be able to fit in the cabs with FOPS installed. Overhead clearance
within the operator's cab will likely be an issue as the LHD is subject
to driving over potholes or rocks while tramming, causing the machine
to bounce and the operators to hit their heads on the canopy.
o. FOPS would inhibit rescue efforts if a rescue is required.
Having FOPS installed on LHDs would greatly inhibit any rescue efforts
that required an operator to be removed from the cab. If FOPS were
installed on the LHDs, it would be difficult to extract the operator
from the cab, as extrication gear is designed to work in a vertical
orientation. It would also be difficult to transport victims out over
an LHD stalled in a narrow stope heading, because the FOPS structure
itself would impose a vertical obstruction midway along the length of
the machine that a stretcher would have to be lifted over or around.
Under the current operating conditions, there is adequate room to
perform extrication without undue complications.
p. The standard is not applicable to LHDs, which are low profile
machines specifically designed for underground mining.
(1) LHDs perform differently than front-end loaders. Front end-
loaders load trucks or hoppers. LHDs load themselves, generally by
filling their bucket with muck, and then haul the loaded material over
varying, often lengthy, distances to a dump point. In contrast, front-
end loaders fill their scoops or buckets multiple times for
[[Page 42982]]
very short trips to haul trucks or other forms of equipment used purely
for haulage. While both LHDs and front-end loaders have a hydraulically
operated digging and lifting bucket on the front, the similarities
between the two pieces of equipment end there.
(2) The configuration of the two types of equipment is also
strikingly different. In general, the operator's compartment of a
front-end loader sits directly behind the scoop or bucket, facing
forward to facilitate the equipment's sole mission of picking up
multiple loads for the purpose of transferring them to haulage
equipment. The operator's cab of a typical LHD is located in the middle
of the machine to facilitate the equipment taking a single scoop or
bucket load and then tramming in the opposite direction to a dump
point. The midships positioning of the operator's cab on an LHD is
intended to allow it to haul comparatively long distances in narrow
areas where it is often unable to turn the machine around before
initiating the haul. In this configuration the operator sits sideways,
maximizing his ability to see where he is going when traveling in
either direction.
(3) Although the standard clearly applies to front-end loaders used
in surface operations, when discussing the standard for backup alarms,
30 CFR 57.14132 explicitly mentions and exempts load, haul, dump
vehicles from that standard by name; [the back-up alarm/horn
requirement] is applicable to surface mines and surface areas of
underground mines only, because the construction of load, haul, dump
vehicles generally used underground is such that the view to the rear
is less likely to be obstructed. If 30 CFR 57.14106(a) was meant to
apply to LHDs, the standard would have specifically referenced this
type of equipment.
The petitioner asserts that application of the existing standard
would result in diminution of safety to the miners.
Dated: July 12, 2013.
George F. Triebsch,
Director, Office of Standards, Regulations and Variances.
[FR Doc. 2013-17202 Filed 7-17-13; 8:45 am]
BILLING CODE 4510-43-P