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GENERAL56113
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Entry Properties
Last modified
8/24/2016 8:41:02 PM
Creation date
11/23/2007 11:08:26 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1984001
IBM Index Class Name
General Documents
Doc Date
10/11/2000
Doc Name
STABILITY DEMONSTRATION FOR STOCKPILED MATERIAL AND HIGHWALL SURFACE ROCK PIT PN M-84-001
From
DMG
To
J & M SCHMAHL
Media Type
D
Archive
No
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III ~II~I~~II~~II III <br />STATE OF <br />DIVISION OF MINERALS AND GEOLOGY <br />Deparlmenl of Nawral Resources <br />1313 Sherman SI., Room 215 <br />Denver, Colorado 80203 <br />Phone: (3031 866-3567 <br />FAA: (303) 832-8106 <br />October 11, 2000 <br />PUg ~C ~R ~F <br />F1CE. ~~E c <br />SATE: ~~~~ <br />John Schmahl <br />J & M Schmahl <br />2301 River Road <br />Grand Junction, CO 81505 <br />RE: Stability Demonstration for Stockpiled Material and Highwall, <br />Surface Rock Pit, Permit No. M-1984-001. <br />Dear Mr. Schmahl: <br />Please find enclosed, DMG's 10/6/00 memo, regarding the stability any <br />the 60,000 cy stockpile at the Surface Rock Pit permit area. The enclt <br />been prepared in response to the operator's inquiry regarding a revision <br />plan to reclaim the stockpiled material on site. <br />The operator has also indicated a desire to revise the reclamation plan to <br />highwall to remain at its present configuration. Therefore, in addition to 1 <br />demonstration for the stockpiled material, DMG also requires that the ope <br />stability issues for the highwall. Construction Materials Rule 3.1.5(3) sta <br />eliminated, all highwalls shall be stabilized." Therefore, DMG must make <br />the present configuration and geologic conditions of the highwall satisfy t <br />Materials Rules of the Mined Land Reclamation Board. To facilitate a find <br />the existing conditions of.the highwall are favorable for such a revision, c <br />investigations are required. <br />1. Fracture mapping is required to evaluate the influence of natural fra <br />in relation to the intact rock. Natural fractures, joints, faults, and ff <br />control slope failure in rock slopes. Adverse orientation of these sti <br />when down dipping fractures of fracture wedges daylight in the hig <br />condition is illustrated in the attached figure 1. The operator must <br />strike and dip of fractures and foliation exposed in the current high <br />determine if any adverse orientations exist. A person experienced i <br />fracture orientations must be employed to conduct the mapping. T <br />results of the measurements are depicted on a Schmidt equal-area I <br />the dominant fracture orientations. <br />~~ <br />DIVISION OF <br />MINERALS <br />GEOLOGY <br />RECLAMATION <br />MINING•SAFETY <br />eil I Owens <br />Grnernur <br />Greg E bValcher <br />Esecuuve Director <br />M¢hael R Long <br />Dim:ion Dueclor <br />its required for <br />~ memo has <br />the reclamation <br />Ilow the <br />~e stability <br />3tor address <br />;s that "...If not <br />finding that <br />e Construction <br />ig by DMG that <br />rtain geologic <br />ure weakness <br />ation normally <br />ctures occurs <br />wall. This <br />easure the <br />III to <br />measuring <br />~ically, the <br />t to evaluate <br />
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