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The top elevation of the standing pool of water was 974, which is also the elevation <br />where the existing stream flowed through a drain. The location of the drain is shown in <br />Figure l. This drain was presumably used to draw down the reservoir, indicating that <br />water below an elevation of 974 cannot be removed from the reservoir. <br />In two small areas shown in Figure l, the survey did not extend to the elevation of <br />the top of the spillway. Both of these areas are on the westem edge of the reservoir. <br />One is just south of the spillway and the other is at the southern end of the reservoir. <br />Topography was estimated in these areas by interpretin� slope between control points. <br />The slope was interpreted by continuing trends from surrounding topography and <br />knowledge of the areas in question. <br />REFERENCES CITED <br />Scott, S. 1996. Personnel communication. Johnson, Kunkel and Associates, Inc., <br />Eagle, Colorado. Based on conversations with personnel from the City of Idaho <br />Springs and Greg Markle of Clear Creek Surveying regarding prior surveys <br />performed at the reservoir. <br />0'IZ/730555/ 1. DOC -3 - 12/ 12/96 <br />