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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 />BATTLEMENT MESA DEVELOPMENT <br /> <br />STORM DRAINAGE <br /> <br />AND <br /> <br />FLOOD PLAIN STUDY <br /> <br />JOB NO. 926.010 <br /> <br />I. General <br /> <br />The Battlement Mesa Development will be a residential <br />community designed primarily to provide housing for the work <br />force associated with the oil shale industry developing in <br />the Grand Valley - Parachute Creek area. The project area <br />consists of approximately 3,000 acres located southeast of <br />Grand Valley, Colorado, on a plateau situated easterly of the <br />Colorado River. The project lands and development plans <br />analyzed by this study are those included in the P.U.D. Plan <br />which will be submitted to the Garfield County Commissioners <br />on March 17, 1975. <br /> <br />The largest single drainage aspect of the site is the <br />Colorado River which traverses the west boundary of the project. <br />A formal Flood Plain Analysis of the Colorado River ~s <br />presented in Part II of this study. The methods used for flood- <br />plain delineation are consistent with those recommended by the <br />Corps of Engineers and Federal Insprance Administration. Flood <br />plain maps showing the extent of the floodplain, the profile of <br />the 100-year flood and selected cross sections are included in <br />the drawings appended to this report. <br /> <br />The remainder of the site is drained by numerous, small and <br />indefinite drainageways across the majority of the plateau area. <br /> <br /> <br />Battlement Creek skirts the eastern-most boundary of the <br />project. The creek is confined to a deep, steep-walled <br />channel and, therefore, does not present any flood plain <br />hazard. Likewise, Dry Gulch skirts the south boundary of the <br />project in a deep, steep-walled canyon and does not present a <br />flood plain hazard. Monument Gulch passes through the project <br />near the south '~nc1 and must be dealt wi th as discussed in the <br />following sections of this study. <br /> <br />The Local Drainage Study, presented in Part I of this <br />report, deals with treatment of drainage under future conditions <br />of full development on the site. The plan is based upon the <br />