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INSPEC03854
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INSPEC03854
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Entry Properties
Last modified
8/24/2016 8:58:31 PM
Creation date
11/18/2007 8:12:58 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Inspection
Doc Date
3/15/1996
Doc Name
4TH QTR 1995 WASTE PILE REPORTS MTN COAL CO C-80-007
From
DMG
To
MTN COAL CO
Media Type
D
Archive
No
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STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Deparrmenl of Natural Resource, <br />13U Sherman 51.. Rnom ?15 <br />Denver, Coluradn 80?03 <br />Phone: (1031 866-3567 <br />FA%~ (303183? 81 U6 <br />DATE: February <br />7, 1996 <br />TO: David Berry <br />FROM: Jim Pendleton <br />~-`~ <br />~~~~~ <br />DEPhRTMENT OF <br />NATURAL <br />RESOURCES <br />Roy Roma <br />Governor <br />lames 5 Uxhhead <br />Ereculive Diretlor <br />h1i<hael l1 Lung <br />Divrsion Dneclor <br />RE: Mountain Co Co any, West Elk Mine, <br />4th Quart 5, Gob Pile Density <br />Testing and Slope Survey Data Reports <br />(Permit No. C-80-007) . <br />I have reviewed the collection of materials you forwarded to my <br />attention, which included the fourth quarter 1995 compaction <br />monitoring and slope stability monitoring data for the Lower Refuse <br />Pile at the West Elk Mine. That packet included compaction reports <br />and proctor test records conducted at the Lower Refuse Pile during <br />the fourth quarter of 1995. It also included visual inspection <br />report summaries for both the Lower Refuse and the Lone Pine Gulch <br />piles. Apparently insufficient material had been deposited at Lone <br />Pine Gulch to warrant density testing. <br />Proctor and Density Test Reporting <br />In response to my earlier requests, Norm Johnston of Lambert & <br />Associates has amended the proctor test reporting procedures and <br />the field sampling methodology. The changes will solve the earlier <br />recurring reporting problems. <br />Character of the Waete <br />The Proctor results and the field gradation results do demonstrate <br />the character of the waste encountered this test episode. The <br />materials are approximately 40% to 50% coarser than 3/4" by weight. <br />While this does not qualify as durable rock it is an abnormally <br />large proportion of coarse rock. It does explain the variation in <br />density results due to coarse debris within the detection sphere. <br />Slope Stability Monitoring <br />The survey monitoring data demonstrates the monitored slopes to be <br />performing well. <br />
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