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