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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 />C. METHODOLOGY <br /> <br />The drainage basin is contained wholly within Douglas County and is crossed <br />by rights-of-way owned by the State Highway Department, AT&SF Railroad, <br />D&RGW Rai 1 road. Easements for the City of Aurora and the Denver Water <br />Board also cross this drainage basin. Marcy Gulch basin is contained <br />wholly within Urban Drainage and Flood Control District jurisdiction. This <br />report addresses only that portion of the drainage basin flood limits which <br />lie upstream of the D&RGW Railroad. <br /> <br />The basic mapping was made at 1 inch = 40 feet scale with one-foot con- <br />tours, and subsequently reduced to 1 inch = 200 feet scale for use in this <br />report. Land use data were obtained from the approved Development Plan for <br />the New Town of Highlands Ranch. The Marcy Gulch drainage basin was <br />divided into 12 drainage sub-basins (see Basin Boundary Map), and peak <br />discharges at the downstream end of each of these sub-basins were deter- <br />mined using the Colorado Urban Hydrograph Procedure (CUHP). Water surface <br />profiles and flood plain limits, as well as floodway limits due to en- <br />croachments, were determi ned us i ng the HEC-2 Water Surf ace Profi 1 es com- <br />puter program. The reader shou 1 d refer to the fo 11 owi ng sect ions for <br />greater detail on the hydrologic and hydraul ic analyses used and to the <br />tables, figures and drawings included in the Appendix of this report for <br />the results of these analyses. <br /> <br />B. MARCY GULCH <br /> <br />Marcy Gulch basin consists of four major waterways (reaches) which are all <br />tributary to the basin's outfall point. The extent and relationship of <br />these reaches can best be seen on the previously referenced Basin Boundary <br />Map in the Appendix. The channels delineated on this map vary considerably <br />along their lengths in terms of channel cross section, side slopes, stream <br />bed (thalweg) slopes, roughness and channel material. Detailed mapping as <br />described elsewhere in this report has been prepared for the hydraulic <br />analyses of these major reaches. <br /> <br />II. DRAINAGE BASIN CHARACTERISTICS <br /> <br />A. GENERAL <br /> <br />The New Town of Highlands Ranch Development Plan delineates that major <br />reaches and significant surrounding area will remain in non urban use; <br />therefore, for hydrologic analysis, the hydraulic lengths and slopes of the <br />major basin channels are assumed not to change between existing and future <br />development conditions. It should be noted that the presence of a number <br />of ex i st i ng check dams with in the Marcy Gu lch drainage bas i n have been <br />consi dered in determi ni ng the maximum water surface profi 1 e and IOO-year <br />flooding limits since this would represent the worst possible flooding <br />cond it i on. <br /> <br />The Marcy Gulch drainage basin consists of approximately 4.25 square miles <br />of undeveloped area in the northwest corner of Dougl as County, Colorado. <br />Currently, the gulch carries runoff following precipitation, but it is <br />normally dry. Further study is needed to determine if development will <br />cause more frequent runoff due to urbanization characteristics. <br /> <br />The basin originates at Section 23, Township 6 South, Range 68 West <br />(see Vicinity Map, Basin Boundary Map and Sheet Index, sheet 1 of 12 in <br />Appendix), and extends approximately 6.5 miles in a northwesterly direction <br />to its eventual outfall point at the South Platte River. The basin is <br />presently an open undeveloped area, but will be developed over approxi- <br />mately a twenty to twenty-five year period. Development in this basin will <br />consist of single and multifamily residences, commercial, light industrial, <br />school sites and nonurban areas and is expected to increase runoff rates <br />over existing condition flows. <br /> <br />Existing culvert-type road crossings at U.S. Highway 85, and the AT&SF and <br />D&RGW Railroads, as well as the Highl ine Canal crossing have been included <br />in the hydraulic modeling of the Marcy Gulch flood plain. Proposed future <br />culvert/embankment type road crossings have been located and have also been <br />analyzed for their potential backwater effects on the flood plain. <br /> <br />The topography of the Marcy Gulch basin ranges from rolling rangeland in <br />the majority of the basin to steeply-eroded, northwest-trending ridges in <br />