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~ ..J <br />1 <br />n <br />Geocechnkal l Enrironmencal Engineering • Materlalf Terting <br />October 9, 1998 <br />Bower Bros. Construction <br />595 Taylor Street <br />Craig, CO 81625 <br />Attn: Mr. Bud Bower <br />]ob No. 95-2296 <br />Subject: Quarterly inspection Report, Waste Coal <br />Area, Foidel Creek Mine, Routt County, Colorado. <br />Ladies & Gentlemen, <br />III III'IIIIII'II'II <br />RECEIVED <br />NOV 13 1SS8 <br />~~i~~i~,on of Minerals 8 hrato^~~ <br />As requested, Northwest Colorado Consultants, tnc. has prepazed this letter outlining our inspections <br />made during the third quarter of 1998 at the Waste Coal Area, which is located at the Foidel Creek Mine <br />in Routt County, Colorado. <br />We visited the project site on July 24 and August 18, 1998 to inspect the waste coal area. At the time of <br />our visit on July 24, 1998, [be contractor was placing a lift of the waste coal materials in the north <br />central portion of the waste coal azea. The contractor advised us that they had not completed a 2 foot <br />thick lift over the area as of this date and that they would schedule us for testing after the lift had been <br />completed. As requested we visited the project site on August l8, 1998 to test the wmpaction of the <br />waste coal materials. The contractor had placed a majority of the fill materials in the north central <br />portion of Area Nl. Two compaction and moisture content tests were taken on the compacted fill <br />materials during this site visit. The approximate location of the tests are shown in the attached Figure <br />al . Copies of our compaction test results and daily reports are also attached. It should be noted that the <br />abbreviations given in the Nucleaz Density Test Results (Proctor Data) are as follows: Maximum DD = <br />Maximum Dry Density and OMC =Optimum Moisture Content. Both of these va]ues have been <br />determined in accordance with ASTM D698/AASHTO T99. <br />Based on our pan-time observations and inspections, it appears that the waste coal materials were being <br />placed and compacted in general accordance with the project plans and specifications. <br />As noted in [he previous inspection report, the water levels in the monitor wells, installed on October 23, <br />1997, were measured during this quarter. At the time the measurements were taken on September 25, the <br />water level in the south well (test hole I) was 28.3 feet below the top of the casing which correlates to an <br />elevation of 6,896.2'. It should be noted that the top of the casing for the north well (test hole 2) was <br />buried. On October 1, 1998, the top of the casing for the north well (test hole 2) was uncovered. The <br />water level in this well was 18.6 feet below the top of the casing which correlates to an elevation of <br />6,894.7'. The water level in the south well (test hole 1) was still 28.3 feet below the top of the casing. <br />(970) 879.7888 • Fax (970) 879.7891 <br />2063 Snow Bowl Plaza, P.O. Box 775226 • Steamboat Springs, CO 80477 <br />