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Fill 7 <br />June 27, 2007 <br />Page 2 <br />FILL PLACEMENT <br />CDMG regulations require that spoil be "placed in horizontal lifts in a controlled manner, concurrently <br />compacted as necessary to ensure mass stability". Maximmn lift thicknesses are not specified. As indicated <br />by previous inspection reports, ]ifts were placed in accordance with plans specified by CTL Thompson. <br />Spoil material was transported to the fill area using a wmbination of trucks and dozers. Left thicknesses of <br />up to 50' were placed within the area removed from the fill face by more than 50 ft. Thinner lifts of 6-8 ft. <br />with leveling and cempactive effort supplied by dozers and tnrcks was utilized as fill placement advances to <br />within filly feet of the slope face. No fill placement occurred during this quarter. <br />COVER MATERIAL <br />As documented by previous inspection reports, cover placement, seeding and mulching occurred during the <br />second quarter 2002. During the first quarter 2004 additional topsoil was transported to the upper-most <br />portion of the fill area lying between the area seeded in 2002 and the lateral ditch placed at the upper <br />perimeter of 6117. The northeast portion of this area, approximately 1.60 acres, was final graded and <br />seeded in August of 2006. <br />STRUCTURAL INTEGRITY <br />The entire excess spoil fill facility was examined for signs of failure and instability such as tension crncks, <br />gromd movement, springs and seeps, and standing water. No indication of potential instability was <br />observed. <br />DOCUMENTATION AND OTHER OBSERVATIONS <br />Summer conditions prevail with vegetation density and diversity ®proving due to ample early season <br />precipitation. Site is in good condition; vegetation density is resulting in good water retention with reduced <br />runoff. No significant erosion was noted. <br />CERTIFICATION <br />Inspection was conducted by Ronald G. Thompson, a qualified professional and MSIIA certified inspector <br />of earth and rock-fill embanlmzents and impoundments, under the direction of Mr. Charles McGlothlin, a <br />registered professional engineer licensed in the State of Colorado. <br />This is to certify, to the best of my knowledge and belief, that Fill No. 7 constmction and placement, as <br />noted since the previous certification and as determined during this inspection and by discussions with mine <br />persormel, is in accordance with designs as proposed by CTL Thompson in their report dated Apri127 and <br />amended July 27, 2001 and as approved by the Division of Minerals and Geology. <br />~~~ <br />Ronald G. Thompson <br />Inspector <br />,' U -7- -. <br />Charles W. McGlothlin 'i <br />Professional Engineer _ _ _ . _ <br />