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INSPEC44068
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INSPEC44068
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Last modified
8/24/2016 9:47:19 PM
Creation date
11/18/2007 11:34:54 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1984001
IBM Index Class Name
Inspection
Doc Date
9/5/2000
Doc Name
MINERALS PROGRAM INSPECTION REPORT
Inspection Date
8/23/2000
Media Type
D
Archive
No
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Page 137 <br />Construction M terials Rule 6 <br />provide a geotechnical evaluation of all geologic hazards, wi hin or in the <br />vicinity of the affected lands, that ma}' be de-stabilized ore acerbated by <br />mining or reclamation activities. <br />(2) On aaite-specific basis, an Applicant shall b <br />provide engineering stability analyses for proposed final recl <br />highwalls, waste piles and embankments. An Applicant may al: <br />to provide engineering stability analyses For certain slope con <br />they will occur during operations, including, but not limited [o e <br />Information for slope stability analyses may include, but would <br />to, slope angles and configurations, compaction and den. <br />characteristics of earthen materials, pore pressure information, <br />post-placement use of site, and information on structures or facili <br />be adversely affected by slope failure. <br />(3) Where there is the potential for off-site impacts <br />of any geologic structure or constructed earthen facility, which i <br />by mining or reclamation activities, the Applicant shall demon <br />appropriate geotechnical and stability analyses that off-site <br />protected with appropriate factors of safety incorporated into the <br />minimum acceptable safety factors will be subject to approval <br />on a case-by-case basis, depending upon the degree of certainty <br />strength determinations utilized in the stability analysis, depen <br />consequences associated with a potential failure, and depenc <br />potential for seismic activity at each site. <br />(4) At sites where blasting is part of the propose <br />reclamation plan, the Applicant shall demonstrate through appropi <br />vibration, geotechnical, and structural engineering analyses, that <br />will not be adversely affected by blasting. <br />required to <br />ned slopes, <br />be required <br />;urations as <br />be limited <br />physical <br />pe height, <br />that could <br />ie to failure <br />y be caused <br />ate through <br />.as will be <br />~alysis. The <br />the Office, <br />soil or rock <br />tg upon the <br />g upon the <br />mining or <br />tte blasting, <br />f-site areas <br />
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