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REP15694
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REP15694
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Entry Properties
Last modified
8/24/2016 11:45:10 PM
Creation date
11/27/2007 1:42:26 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Report
Doc Date
11/13/2000
Doc Name
3rd Quarter 2000 Coal Waste Pile Inspection Report
From
Northwest Colorado Consultants, Inc
To
DMG
Permit Index Doc Type
Waste Pile/Fill Report
Media Type
D
Archive
No
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REC~94l~~ <br />Northwest Colorado Consultants, Inc. NOV ~ 3 ?QQQ <br />'4 <br />Geocechnital /Environmental Engineering • Materials Testing <br />Bivision of Minerals and Geology <br />October 31, 2000 <br />~ Twentymile Coal Company <br />_ 29515 RCR N27 <br />Oak Creek, CO 80467 <br />Attn: Mr. Rick Mills <br />lob No. 99-3983 <br />Subject: Qurterly Inspection Report, Refuse Pile, <br />_ _Foidel Creek Mine, Routt County, Colorado. <br />Ladies & Gentlemen; <br />As requested, NWCC, Inc. (Northwest Colorado Consultants, Inc.) has prepazed this letter outlining our <br />inspections made during [he third quarter of 2000 at the Refuse Pile, which is located a[ the Foidel Creek <br />Mine in Routt County, Colorado. During [his quazter, we visited the project site on September 7 and 15, <br />2000 to test the compaction of the waste coal materials being placed and compacted, as well as to provide <br />our quarterly inspections. <br />At the time of our site visit on September 7, 2000, we conducted six (6) compaction tests (N186 to H191) <br />across [he portion of the waste coal azea in which the compacted lift had been placed in Areas 1 and 2. A <br />copy of the compaction test results and daily report are also attached. It should be noted that the <br />abbreviations given in the Nuclear Density Test Results (Proctor Data) are as follows: Maximum DD = <br />Maximum Dry Density and OMC =Optimum Moisture Content. Both of these values have been <br />de[etirtined in accordance with ASTM D698lAASHTO T99. <br />We also visited the site on September I5, 2000 and met with Mr. Rick Mills to inspect the conditions at <br />[he Refuse Pile. Based on our observations, it appeared that the contractor had spent a considerable <br />amount of time regrading the previously compacted fill materials to improve the surface drainage features <br />at the site. In fact, [he surface drainage conditions at the site were greatly improved and appeared to be <br />in very good condition. It should be noted that we did not observe any adverse drainage or geotechnical <br />conditions at the time of our site visit. <br />Based on our part-time observations and inspections, it appears that the waste coal materials that were <br />recently tested, were placed and compacted in general accordance with [he project plans and <br />specifications. <br />As suggested in our previous quazterly report, [he water levels in the monitor wells installed on October <br />23, 1997 and December 9, 1999 were measured during this quarter on a monthly basis. A graph <br />showing the monthly water levels is attached. <br />(970) 879.7888 • Fax (970) 879.7897 <br />2063 Snow Bowl Plaza, P.O. Box 775226 • Steamboat Springs, CO 80477 <br />
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