Authority: IC 14-34-2-1
Affected: IC 14-34
Sec. 32.
The director may require any permittee to submit a report of unscheduled blasts if needed to respond to citizen complaints concerning blasting.
Lower frequency limits of measuring system, Hz (± 3dB) | Maximum level in dB |
0.1 Hz or lower-flat response ................ | 134 peak. |
2 Hz or lower-flat response ................... | 133 peak. |
6 Hz or lower-flat response ................... | 129 peak. |
C-weighted, slow response .................... | 105 peak dBC. |
All structures in the vicinity of the blasting area, not listed in this subdivision, including, but not limited to, water towers, pipelines, and other utilities, tunnels, dams, impoundments, and underground mines, shall be protected from damage by establishment of a maximum allowable limit on the ground vibration, submitted by the permittee in the blasting plan and approved by the director. Provided, however, abandoned underground workings that are within the permit boundary and are to be mined through according to approved mining plans are not subject to a ground vibration limitation.
Distance (D) from the blasting site (feet) | Maximum allowable peak particle velocity (Vmax) for ground vibration (inch/second) | Scaled-distance factor (Ds) to be applied without seismic monitoring1 |
0 to 300 | 1.25 | 50 |
301 to 5,000 | 1.00 | 55 |
5,001 and beyond | 0.75 | 65 |
1 Applicable to the scaled distance equation of subdivision (3)(A).
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 = Maximum weight of explosives, in pounds, that can be detonated in any 8-millisecond period.
D = Distance, in feet, from the blasting site to the nearest protected structure.
Ds = Scaled-distance factor.
that may initially be approved by the director using the values for scaled-distance factor listed in subdivision (2)(A).
If the chart limits are used, a seismographic record including both particle-velocity and vibration-frequency levels shall be obtained for each blast. The method for the analysis of the predominant frequency contained in the blasting records shall be approved by the director before application of this alternative blasting criterion.
312 IAC 25-6-32