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• The completed fill will be compatible with the post-mining land use proposed in Section <br />2.05.5. The fill will contain no depressions or impoundments, but will be graded to control- <br />drainage. The fill will blend in with existing topography and will be revegetated. The final <br />fill configurations, as shown on Post-mining Topography Nlap (Map 19), will be compatible <br />with planned future grazing of the area. <br />During the construction of the fill, a registered professional engineer or other qualified <br />professional specialist with experience in the construction of earth and rockfill embankments <br />will make periodic inspections to ensure the stability of the fills. <br />Monitorine <br />On the fill, Colowyo plans to install and maintain a monitoring system assuring collection of <br />data and the ability to identify potential risks to the environment and public safety. <br />On the Streeter Fill, a well will be drilled in the terrace at the 6900 foot level down to the <br />natural base elevation of approximately 6600 feet. A piezometer will be installed to measure <br />water presence in the spoil. Two survey monuments will be placed on each of the terraces at <br />the 6700 foot, 6800 foot, and 6900 foot levels. Control points will be used on each of the <br />natural surrounding areas adjacent to the fill to provide for measurement of vertical and <br />horizontal movement. <br />The proposed public notice for the experimental practice is shown in Figure 19, Proposed <br />Public Notice for Experimental Practice. <br />• Refer to the annual Reclamation Reports for details regarding the monitoring. <br />i <br />2.06-8 <br />