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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />there is a significant debris load in the river. <br />2.6 Site Survey <br />2.6.1 Diversion Dam <br />In order to provide the information necessary to analyze the conditions at the Hartland <br />diversion dam and to produce design drawings, a survey was conducted. The survey was <br />performed using 1988 N.A.V.D. vertical datum, and 1983 N.A.D. State Plane coordinates. The <br />following information was obtained: 1) a topographic survey in the immediate area of the <br />diversion structure, 2) cross sections of the Gunnison River upstream and downstream of the <br />structure, and 3) detailed measurements and spot surveys of the headgate. The U.S. Bureau <br />of Reclamation conducted the topographic and cross section surveys in October of 1999. <br />Tetra Tech, Inc. measured water surface elevations at the surveyed cross sections in <br />1999 and 2000 for use in the hydraulic calibration model. <br />2.6.2 Spill Channel <br />In May of 2000 Tetra Tech, Inc. conducted a survey of the spill channel and the <br />Hartland Ditch in the vicinity of the spill channel in order to evaluate the feasibility of a fish <br />screen at this location. The survey was performed using the same datum as the survey <br />prepared for the diversion dam by utilizing the right end point for cross section 700 as a <br />benchmark. <br />Cross sections were surveyed upstream and downstream of the spill channel diversion <br />as well as in the spill channel itself. In addition, water surface measurements were made at the <br />Gunnison River, in the spill channel and at the Hartland Ditch to aid in the development of a <br />calibration analysis for the ditch and spill channel. <br /> <br />6 <br />