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Mr. Peter Hays <br />RE: City of Greeley M- 2002 -020 <br />August 10, 2012 <br />9. The Lafarge Parcel No. 80536100015 is associated with an expired local permit and not <br />associated with a real property, easement, or right -of -way. <br />10. The list of property owners and parcel numbers on revised Exhibit C -1 attached has been <br />updated to include Double SM Farms (Parcel No. 80536000027). The Double SM Farms <br />property owner is the same as property owner Flatiron Companies. <br />6.4.4 Exhibit D — Mining Plan <br />11. All creeks, roads, oil and gas wells and lines, power and communication lines, and <br />easement owners are included on the revised Exhibit C -1 and Exhibit C -5 attached. <br />12. A minimum width of 50 feet is needed between any constraining feature (i.e. permit <br />boundary) and the final reservoir top of bank to allow room for installation of the slurry <br />wall. The railroad tracks to the south of the proposed mining cell and 35 Avenue to the <br />west create space constraints between the permit boundary and the existing lake(s) top of <br />bank. Therefore, around the south and west sides of the proposed mining cell, crest width <br />may need to be added for installation of the slurry wall. <br />Crest width will be added by placing stable fill material on the existing lake(s) side slopes <br />until the mining cell top of bank is extended far enough to provide a minimum crest <br />width of 50 feet. The fill material will be placed from the top of bank to the existing <br />lake(s) bottom (estimated to be approximately 20 feet), maintaining a 3H:1V slope. This <br />will not only extend the top of bank further into the mine cell, but will also extend the toe <br />of the slope. Based on the new crest width and associated toe of slope location, mining <br />will proceed at 3H:1V from the new toe of slope to bedrock. <br />This process is depicted in the cross - section on the revised Exhibit C -5 attached. <br />13. Typical dewatering trenches and settling basin/discharge locations have been identified <br />on the revised Exhibit C -5 attached. Depending upon the size of the mining cell, <br />groundwater inflow, and area of disturbance, the settling basin(s) will be sized to provide <br />enough detention so that the discharge will not exceed Colorado Discharge Permitting <br />System standards. <br />14. If topsoil or overburden stockpiles are inactive for 180 days or more, they will be seeded <br />with a fast growing grass seed mixture. <br />15. The applicant has committed to mining at 3H:1V slopes and acknowledges that mining at <br />slopes steeper than 3H:1V will be considered a serious violation of the permit. <br />16. If mining excavation occurs within 50 feet of the permit boundary or a man-made <br />structure, an agreement will be obtained from the property owner or a stability analysis <br />will be performed. The proposed offset distances are shown on the revised Exhibit C -5 <br />attached. <br />Page 2 of 5 <br />