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Geotechnical I Environmental Engineering • Materials Testing <br />IlEli~'d H ~® <br />October 9, 2003 <br />OCT 14 2003 <br />Twentymile Coal Company <br />29515 RCR #27 <br />Diuisian of Minclals and Geo!c; Oak Creek, CO 80467 <br />A[[n: Mr. Rick Mills <br />Job Number: 99-3983 <br />Subject: Quarterly Observation Report, Refuse Pile. <br />Foidel Creek Mine, Routt County, Colorado. <br />Ladies & Gentlemen; <br />As requested, NWCC, Inc. (Northwest Colorado Consultants, Inc.) has prepared this letter outlining our <br />observations made during the third quarter of 2003 at the Refuse Pile, which is located at the Foidel Creek <br />Mine in Routt County, Colorado. During this quarter, we visited the project site on September 18, 2003 to <br />provide our quarterly observations. Our firm also visited the subject site twice during this quarter to test <br />the compaction of the refuse materials that had been placed and compacted. <br />A[ the time of our site visit on July 23, 2003, we conducted ten (10) compaction tests (#235 to #244) across <br />Areas 1 and 2 %: of the refuse pile. Nine of the ten tests taken met the compaction specifications. <br />However, one test (#241) did not meet the compaction specifications. We advised Dave Wallace of RAG <br />that they should moisten and recompact the refuse materials in this area prior [o placing any additional fill <br />materials. We visited the project site a second time during this quarter, September 9, 2003, to test the <br />portion of the refuse pile in which the failing test was recorded during our last visit and to test the <br />additional materials that had been placed in Areas 1 and 2 '/~ since our last visit. All of the tests (241 A, <br />245, 246, and 247), met the minimum compaction requirement of 90% of the maximum standard Proctor <br />density. Copies of [he compaction test results and daily reports are 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 />determined in accordance with ASTM D698/AASHTO T99. <br />We also visited the site on September 18, 2003, to conduct our quarterly inspection. Mr. Rick Mills and <br />Dave Wallace of RAG/Twentymile Coal Company were not available at the time of our site visit. At the <br />time of our visit, it appeared that the majority of the refuse materials (waste coal) that were being produced <br />werti'being stockpiled in the north end of Area 2. At the time of this visit, we also noted that the contractor <br />was in the process of moving the materials that had been previously stockpiled at the extreme south end of <br />the pile'[o~Area 2 '/,. ~ At the time of our visit, we did not observe any signs of adverse drainage conditions <br />on the pile. As noted in our previous report, we still observed a slight amount of groundwater seepage <br />coming from [he east face of the lower bench of Area 1 at the toe and several hundred feet north of the <br />(970) 879.7888 • Fax (970) 879.7891 • nwccl Ca?mindspring.com <br />2580 Copper Ridge Drive • P.O. Box 775226 • Steamboat Springs, CO 80477 <br />