(i) Airblast must shall not exceed the maximum limits listed below at the location of any dwelling, public building, school, church, or community or institutional building outside the permit area, except as provided in paragraph (e) of this section.

Lower frequency limit of measuring system, in Hertz Hz (Hz), plus or minus 3 decibels ±3 dB)	Maximum level, in decibels ( dB )
0.1 Hz or lower - flat response¹	134 peak.
2 Hz or lower - flat response	133 peak.
6 Hz or lower - flat response	129 peak.
C-weighted - slow response¹	105 peak dBC.

(ii) If necessary to prevent damage, the regulatory authority must may specify lower maximum allowable airblast levels than those of paragraph (b)(1)(i) of this section for use in the vicinity of a specific blasting operation.

(2) Monitoring.

(i) You must The operator shall conduct periodic monitoring to ensure compliance with the airblast standards. The regulatory authority may require airblast measurement of any or all blasts and may specify the locations at which such measurements are taken.

(ii) The measuring systems must used shall have an upper-end flat-frequency response of at least 200 Hz.

(1) More than one-half the distance to the nearest dwelling or other occupied structure;

(2) Beyond the area of control required under § 817.66(c) of this part; or

(3) Beyond the permit boundary.

(d) Ground vibration. -

(1) General requirements.

(i)

In all blasting operations, except as otherwise authorized in paragraph (e) of this section, the maximum ground vibration

must

shall not exceed the values approved

in the blasting plan required under § 784.15 of this chapter. (ii)

by the regulatory authority. The maximum ground vibration for protected structures listed in paragraph (d)(2)(i) of this section

must

shall be established in accordance with either the maximum peak-particle-velocity limits of paragraph (d)(2)

of this section

, the scaled-distance equation of paragraph (d)(3)

of this section

, the blasting-level chart of paragraph (d)(4) of this section, or by the regulatory authority under paragraph (d)(5) of this section.

(iii)

All structures in the vicinity of the blasting area, not listed in paragraph (d)(2)(i) of this section, such as water towers, pipelines and other utilities, tunnels, dams, impoundments, and underground mines

, must

shall be protected from damage by establishment of a maximum allowable limit on the ground vibration, submitted by the operator

in the blasting plan

and approved by the regulatory authority before the initiation of blasting.

(2) Maximum peak-particle velocity.

(i) The maximum ground vibration must shall not exceed the following limits at the location of any dwelling, public building, school, church, or community or institutional building outside the permit area:

Distance (D), from the blasting site, in feet	Maximum allowable peak particle velocity (V max) for ground vibration, in inches/second¹	Scaled-distance factor to be applied without seismic monitoring² (Ds) ²
0 to 300	1.25	50
301 to 5,000	1.00	55
5,001 and beyond	0.75	65

(ii) You must provide a A seismographic record shall be provided for each blast.

(3) Scaled-distance equation.

(i) You 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 8-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. The regulatory authority , which may initially approve the scaled-distance equation be approved by the regulatory authority using the values for the scaled-distance factor listed in paragraph (d)(2)(i) of this section.

(ii) The regulatory authority may authorize development of a modified scaled-distance factor upon may be authorized by the regulatory authority on receipt of a written request by the operator, supported by seismographic records of blasting at the minesite. The modified scalescaled-distance factor must shall be determined such that the particle velocity of the predicted ground vibration will not exceed the prescribed maximum allowable peak particle velocity of paragraph (d)(2)(i) of this section, at a 95-percent confidence level.

(4) Blasting-level chart.

(i) You An operator may use the ground-vibration limits in Figure 1 to determine the maximum allowable ground vibration.

(ii) If the Figure 1 limits are used, you must provide a seismographic record including both particle velocity and vibration-frequency levels shall be provided for each blast. The regulatory authority must approve the method for the analysis of the predominant frequency contained in the blasting records shall be approved by the regulatory authority before application of this alternative blasting criterion.

(5) The regulatory authority must reduce the maximum allowable ground vibration shall be reduced by the regulatory authority beyond the limits otherwise provided by this section, if determined necessary to provide damage protection.

(6) The regulatory authority may require that you an operator to conduct seismic monitoring of any or all blasts or and may specify the location at which the measurements are taken and the degree of detail necessary in the measurement.

(e) The maximum airblast and ground-vibration standards of paragraphs (b) and (d) of this section do shall not apply at the following locations:

(1) At structures owned by the permittee and not leased to another person. ,

(2) At structures owned by the permittee and leased to another person, if a written waiver by the lessee is submitted to the regulatory authority before blasting.

[48 FR 9810, Mar. 8, 1983, as amended at 48 FR 44781, Sept. 30, 1983; 81 FR 93418, Dec. 20, 2016; 82 FR 54999, Nov. 17, 2017]

                    
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