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2024-11-27_REVISION - M2016081 (6)
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2024-11-27_REVISION - M2016081 (6)
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Last modified
12/2/2024 9:10:12 AM
Creation date
12/2/2024 8:26:38 AM
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DRMS Permit Index
Permit No
M2016081
IBM Index Class Name
Revision
Doc Date
11/27/2024
Doc Name Note
Rute 6.5 Geotechincal Stability Exhibit
Doc Name
Request For Conversion
From
AuPt Industries LLC
To
DRMS
Type & Sequence
CN2
Email Name
HR1
ZTT
EL1
Media Type
D
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No
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6. Pit Design Considerations <br /> 6.1 Slope Ratio and Excavation Depth <br /> For deep excavation areas,a 1.5:1 slope ratio (horizontal to vertical)will be employed where feasible,optimizing excavation <br /> depth while maintaining slope stability.This steeper ratio supports a more vertical excavation profile,beneficial in areas <br /> with limited surface area or where deeper valuable mineral strata are present. Excavation depths will reach up to 60 feet,as <br /> indicated by geological surveys identifying valuable ore or mineral deposits at these levels. <br /> 6.2 Engineering and Geotechnical Assessments <br /> Prior to excavation,a detailed geotechnical analysis will assess soil or rock properties,groundwater conditions,and overall <br /> site stability,providing essential information to design a pit that can reach the desired depths safely without compromis- <br /> ing structural integrity.Engineering designs will use this geotechnical data to plan excavation phases,implement support <br /> structures,and apply necessary slope reinforcements. <br /> 6.3 Safety and Stability Measures <br /> Advanced monitoring systems will be implemented to continuously assess slope stability,detecting any movement or signs <br /> of potential failure,which is essential in deep excavation projects with increased risk factors due to deeper and steeper <br /> slopes.Additional stabilization techniques,including ground anchors,rock bolts,and retaining walls,may also be em- <br /> ployed to enhance stability,particularly in deeper pits where lateral pressure on the slopes is significantly higher. <br /> 6.4 Operational Strategies <br /> Phased excavation,where the pit is deepened incrementally,will allow for continual reassessment of pit stability and enable <br /> adjustments in excavation tactics as needed,helping to mitigate risks associated with unexpected geological conditions. <br /> Effective water management systems will control groundwater and surface water,with proper drainage systems preventing <br /> water accumulation that could destabilize pit walls. <br /> 6.5 Environmental and Regulatory Compliance <br /> Environmental and regulatory compliance will involve conducting comprehensive environmental impact assessments to <br /> understand and mitigate the ecological effects of deep pit mining,including planning for dust control,noise reduction,and <br /> habitat conservation.Additionally,all pit design and excavation activities will adhere to local and federal mining regula- <br /> tions,with regular audits and inspections by regulatory bodies to maintain compliance and safety standards. <br /> 6.6 Post-Excavation Reclamation <br /> The restoration of excavated sites involves a series of carefully planned actions to stabilize terrain and enhance ecological <br /> integration. Backfilling uses soil and waste rock to stabilize and visually integrate pits. Grading reshapes the terrain to <br /> safe slope levels,mimicking natural topography for stability and aesthetic purposes. Revegetation employs a mix of native <br /> grasses and shrubs to stabilize soil and promote biodiversity,with a precise seeding rate to ensure growth.Water manage- <br /> ment strategies involve designing drainage systems to handle surface water and prevent erosion,supplemented by erosion <br /> control measures like geotextiles.Lastly,long-term monitoring and maintenance ensure ongoing site stability and vegeta- <br /> 12 <br /> HARDROCK/METAL MINING REGULAR(112)APPLICATION Au Pt Industries LLC I PO Box 1424-Edwards,Colorado 81632 1970 306 1 784 <br />
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