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2008-04-15_REVISION - M1980244 (309)
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2008-04-15_REVISION - M1980244 (309)
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Last modified
6/15/2021 5:52:10 PM
Creation date
4/27/2009 11:46:54 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
4/15/2008
Doc Name
Teller County Vol.1, Attachment 4, 1.0 to 8.5
From
CC&V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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C? <br />After drilling, the blast holes will be loaded with detonators and boosters. The <br />blasting agent will be ammonium nitrate diesel fuel ("ANFO") or emulsified <br />ANFO, which will be loaded into the drill holes directly from a truck. CC&V uses <br />an explosives contractor, Buckley Powder, for mixing and delivering product <br />agents to the mining area. The products are then used to manufacture the blasting <br />products at the site by the explosives contractor (see Drawing C-4 for location of <br />explosives storage area). The blasting agents are mixed on site just prior to <br />placement into the drill hole by Buckley Powder. The explosive agents are then <br />detonated by trained and qualified CC&V personnel. The amount of explosive <br />placed in each drill hole depends on the rock characteristics. The loaded holes are <br />detonated in groups with one group separated from another by an appropriate <br />timing delay. The materials, charges, pattern or spacing, and timing of blasting are <br />all dictated by the type of rock, the size requirements of the ore, the mining <br />equipment, the geology and rock mechanics, characteristics of the mine layout, <br />issued air permits, and the need to control the offsite vibration effect of each <br />production blast. <br />• Blasting and ore control methodology for MLE will be conducted as currently <br />approved by OMLR. CC&V's Blasting Effects Seismic Monitoring Program was <br />re-evaluated under Amendment No. 7, Amendment No. 8, the ECME Technical <br />Revision and as part of the MLE Project. The results of these re-evaluations again <br />indicate that in order to maintain a peak particle velocity ("ppv") below the <br />approved standard of 0.5 inches per second ("ips") for sensitive historic <br />structures, the recommended scaled distance is 43.8 for the North Cresson Mine <br />area, 34.2 for the Main Cresson Mine area, 34 for the East Cresson Mine area, and <br />47.7 for the South Cresson portion of the Main Cresson Mine area. CC&V will <br />adhere to the recommendations of these reports. Each re-evaluation has confirmed <br />that the monitoring plan is sufficient and the monitoring has confirmed no <br />structural damage to surrounding structures should occur from blasting activities <br />at the Cresson Project. Matheson Mining Consultants ("MMC") has compiled a <br />summary of the blasting monitoring program evaluations and results. That <br />summary is included in Appendix 4 in Volume III. <br />Existing monitoring has verified blasting projections, and operations under the <br />MLE will not negatively impact neighboring communities. CC&V has two <br />existing blast monitors in the City of Victor, one in the unincorporated area of <br />• Cripple Creek & Victor Gold Mining Company <br />Cresson Project Mine Life Extension <br />5-10
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