2016-09-19_REVISION - M2004061

• Permit No: M2004061
• IBM Index Class Name: REVISION
• Doc Date: 9/19/2016
• Doc Name: Application
• From: Linke Construction, Inc. / Everist Materials, LLC
• To: DRMS
• Type & Sequence: SO1
• Email Name: PSH
• Email Name: WHE
• Media Type: D
• Archive: No

Blasting Impacts and Rock Slope Stability Assessment for Cottonwood Quarry m Grand County,CO
TABLE OF CONTENTS
NO. PAGE
1.Q INTRODUCTION AND SCOPE.......................................................................1
2.0 BLAST CONCERNS AND IMPACTS..............................................................3
3.0 BLAST EFFECTS ...........................................................................................4
3.1 Vibration Ground Waves.......................................................:........ .....4
3.2 Nitration Perception and Damage Criteria...........................................6
3.3 Blast Noise (Air-Overpressure).............................................................7
3.4 Air-Overpressure Measurement Scales................................................7
3.5 Blast Vibration Intensity Predictions.....................................................9
3.6 Human Response to Transient Vibration..............................................10
4.0 SPECIM C0TTONWOOD-QUARRY BLASTING IMPACTS-ANALYSES-....12
4.1 Impacts on Water Resources...............................................................12
4.2 Security of Explosive Materials.............................................................13
4.3 Damage to Neighboring Structures................................................ .....14
4.4 Human and Animal Impacts.................................................................16
4.5 Control of Dust .....................................................................................17
4.6 Impacts on Soil Resources...................................................................17
5.0 STABILITY OF MINED ROCK SLOPES.........................................................18
6.0 FINDINGS.......................................................................................................18
7.0 REFERENCES................................................................................................19
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