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INSPECTION OF EXCESS SPOIL FILL <br />Second Quarter 2007 Certification <br />Fill Area No. 8 <br />Date: June 27.2007 <br />GENERAL DESCRIPTION OR REFERENCE TO SITE PLAN: <br />The CTL Thompson report dated Apri127, 2001, "Stability Analysis and Geo-technical Recommendations <br />Lorencito Surface Mine Phase I^ addresses the general requirements as also cited in Sections 4.09.1 to <br />4.09.2 of the Colorado Mined Land Reclamation Board for Coal Mining. <br />ACTIVITY DURING INSPECTION: <br />Removal of Topsoil and Organic Matter <br />Placement of Underdrains <br />Installation of Surface Drainage System <br />Constmc[ion of Fill <br />Placement of Topsoil <br />_Seeding <br />X O[her Facility idle <br />SEDIMENT CONTROL <br />Sediment pond construction has been completed in accordance with plans submitted to and approved by the <br />DMG and as-constructed survey/drawings certiSed by Registered Land Surveyor and Registered <br />Professional Engineer. All surface runoff from the fill area is directed to this sediment control facility also <br />lmown as Pond 8. No discharge occurred during the quaRer. <br />SURFACE DRAINAGE <br />Armored Ditches line the east and west boundary of the fill area. Lateral ditches on the fill face direct runoff <br />to these side ditches. No erosional problems were noted along the lateral ditches and the two armored <br />ditches. Slopes have become well vegetated and no erosional problems were noted. <br />SITE PREPARATION <br />As indicated by previous inspection reports, organic materials such as brush and trees were removed from <br />the proposed fill area followed by topsoil removal prior to fill placement. Design criteria did not require <br />keyway cuts for steeper valleys with minimal soil cover (fill #8). No evidence of springs or seeps was <br />observed during site preparation. <br />DRAINAGE SYSTEM (UNDERDRAINS) <br />Drain sizes are specified by CDMG regulations for fills which can be classified as Valley Fills. Fill area #8 <br />is a valley fill. CTL Thompson recommended a minimum 6' x 12' triangular sedion(area = 64 SF) for this <br />size fill. Underdrain system was extended down slope to allow establishing the designed slope criteria for <br />the final slope (assuming no resumption of minng). The typical dimensions of the extended drninage <br />generally were more trapezoidal witlt a top width of 10', bottom width of 14', and average height of 8' (area <br />> 96 SF). Sandstone recovered from durable "channel" sandstone deposits encountered during the mining <br />process were used m drain construction Mirafi 160 fabric was used m lieu of filter material. <br />