(a) General.
(i) Blasting shall be conducted to prevent
injury to persons, damage to public or private property outside the permit
area, adverse impacts on any underground mine, and change in the course,
channel, or availability of ground or surface waters outside the permit
area.
(ii) All blasting shall be
conducted during time approved by the Administrator and announced on the
blasting schedule. Based on public requests or other considerations, including
the proximity to residential areas, the Administrator may limit the area
covered, timing and sequence of blasting. Blasting shall be conducted between
sunrise and sunset unless night-time blasting is approved by the Administrator
based on public protection and annoyance considerations.
(iii) Blasting may not be conducted at times
different from those announced in the blasting schedule except in conditions
where operator or public safety requires unscheduled detonation or for
emergency blasting actions. Reasons for unscheduled detonation shall be
documented.
(iv) Warning and
all-clear signals of different character that are audible within a range of
one-half mile from the point of the blast shall be given. All persons within
the area covered under the term of permit and those who reside or regularly
work within one-half mile of this same area shall be notified of the meanings
of the signals in the blasting schedule.
(v) Area of control. Access to the blasting
area shall be controlled to protect the public and livestock from the effects
of blasting and to prevent unauthorized entry. Access control shall continue
until the permittee's authorized representative has determined that no unusual
circumstances such as imminent slides or undetonated charges exist and access
to and travel in or through the area can safely resume.
(vi) Areas in which charged (loaded) holes
are awaiting firing shall be guarded against unauthorized entry.
(b) Limitations.
(i) Airblast shall not exceed the values
specified below at any dwelling, public building, school, church, and community
or institutional building outside the permit area, unless the building is owned
by the operator and not leased to another, or, if leased, the lessee signs a
waiver relieving the operator from meeting the limitations. If necessary to
prevent damage, the Administrator shall specify lower maximum allowable
airblast levels.
Lower frequency limit of measuring system,
Hz (+3dB) 0.1 Hz or lower-flat response
1 2 Hz or lower-flat response
|
Maximum level in dB |
134 peak |
133 peak |
C-weighted, slow response
1
|
129 peak |
6 Hz or lower-flat response |
105 peak dBC |
1 Only if approved by the
Administrator.
(A) The operator shall
conduct periodic monitoring to ensure compliance with the airblast standards.
The Administrator shall request monitoring in certain instances, including but
not limited to complaints, blasting in sensitive areas, and in areas where
there is reason to believe airblast limits may be exceeded. The measuring
systems shall have an upper-end flat frequency response of at least 200
Hz.
(ii) Flyrock shall
not be cast from the blasting site more than half the distance to the nearest
occupied structure or beyond either the permit boundary or the area of control
required under (a)(v) above.
(iii)
In all blasting operations except as specified below, the maximum ground
vibration shall not exceed the values approved in the blasting plan. The
maximum ground vibration at the location of any dwelling, public building,
school, church, and community or institutional building outside the permit area
shall not exceed the values established by paragraph (iv), the scaled-distance
equation of paragraph (v), the blasting level chart of paragraph (vi), or by
the Administrator under paragraph (vii). All other structures such as water
towers, pipelines, tunnels, dams, impoundments, and underground mines, shall be
protected from damage by establishment of a maximum allowable limit on ground
vibration, submitted by the operator in the blasting plan and approved by the
Administrator. The ground vibration standards do not apply at structures owned
by the operator and not leased to another, or, if leased, the lessee signs a
waiver relieving the operator from meeting the limitations.
Distance (D) from the Blasting Site in feet
|
Maximum allowable peak particle velocity (Vmax) for
ground vibration in inches/second1
|
Scaled distance factor to be applied without seismic
monitoring2
|
0 to 300
|
1.25
|
50
|
301 to 5000
|
1.00
|
55
|
5001 and beyond
|
0.75
|
65
|
1 Ground vibration shall be
measured as the particle velocity. Particle velocity shall be recorded in three
mutually perpendicular directions. The maximum allowable peak particle velocity
shall apply to each of the three measurements.
2 Applicable to the
scaled-distance equation of Paragraph (v).
(iv) Maximum peak particle velocity
applicable when seismograph records are provided for each blast:
(v) An operator may use the scaled-distance
equation, W=(D/Ds)
2 to determine the allowable
charge weight of explosives to be detonated in any eight millisecond period,
without seismic monitoring; where W = the maximum weight of explosives, in
pounds; D = the distance, in feet, from the blasting site to the nearest
protected structure; and Ds = the scaled-distance factor, which may initially
be approved by the Administrator using the values for scaled-distance factor
listed in paragraph (iv) above.
(A) Upon
written request by the operator with seismographic records, the Administrator
may authorize a modified scaled-distance factor. The modified scaled-distance
factor shall be determined such that particle velocity of the predicted ground
vibration will not exceed the prescribed maximum allowable peak particle
velocity of paragraph (iv) above, at a 95 percent confidence level.
(vi) An operator may use the
ground vibration limits in Figure 1 (blasting-level chart) to determine the
maximum allowable ground vibration. A seismograph record including both
particle velocity and vibration frequency levels shall be provided for each
blast. The method for the analysis of the predominant frequency contained in
the blasting records shall be approved by the Administrator before application
of this alternative blasting criterion.
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(vii) The
maximum allowable ground vibration shall be reduced by the Administrator beyond
the limits otherwise provided by paragraphs (iv)-(vi), if necessary to provide
damage protection. The Administrator may require an operator to conduct seismic
monitoring of any or all blasts or may specify the location at which the
measurements are taken and the degree of detail necessary in the
measurements.
(c) Blast
Design. Permit requirements pertaining to blasting are located in Chapter 2,
Section
2(b)(v).
(i) Anticipated blast design(s) shall be
submitted if blasting operations will be conducted within:
(A) 1,000 feet of any building used as a
dwelling, public building, school, church, or community or institutional
building outside the permit area; or
(B) 500 feet of an active or abandoned
underground mine.
(ii)
The blast design may be presented as part of a permit application or at a time,
before the blast, approved by the Administrator.
(iii) The blast design shall contain sketches
of the drill patterns, delay periods, and decking and shall indicate the type
and amount of explosives to be used, critical dimensions, and the location and
general description of structures to be protected, as well as a discussion of
design factors to be used, which protect the public and meet the applicable
airblast, flyrock, and ground-vibration standards in (b) above.
(iv) The blast design shall be prepared and
signed by a certified blaster.
(v)
The Administrator may require changes to the design submitted.