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<br />1 <br />I <br />1 <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br /> <br />CHAPTER II <br />GENERAL STUDY AREA DESCRIPTION, <br /> <br />a drainage area for McIntyre Gulch of 4.6 square miles. The Intermediate <br /> <br /> <br />Regional Flood (approximately the 100 year recurrence interval) discharge <br /> <br /> <br />at the confluence with Lakewood Gulch was estimated to be 3100 cfs by the <br /> <br />A. Study Area <br />The McIntyre Gulch Basin drains the eastern flank of Green Mountain <br />and the drainageway runs eastward through the central portion of Lakewood, <br />Colorado. The Gulch is a major tributary of Lakewood Gulch, the confluence <br />being immediately west of Wadsworth Blvd. and north of West 6th Avenue. <br />The basin location and boundary are shown on sheet no. 2 of the Appendix <br />to this report. The total basin area at the confluence is 4.8 square miles, <br />and the channel length measured from the upper or westerly extent of the <br />basin boundary to the confluence is 6.0 miles. <br />The basin description and numbe~ing as set forth in the Project Reuse <br />"Drainage Basin Descriptions, Sub-basin Delineation and Summaries" of March <br /> <br />U.S.A.C.E. study. <br /> <br />B. Hi story <br />The urbanization of McIntyre Gulch commenced in the 1940's with the <br />development of the area between Garrison Street and Union Blvd. occurring <br />in the late 1940's and early 1950's. The Federal Center also began developing <br />during the 1940's as part of the World War II defense effort and has evolved <br />into a large multi-agency office and laboratory o~ research facility complex. <br />The development west of the Federal Center started in the early 1960's <br />and has continued to date. The pattern of development, with the lower <br />portion of the basin being urbanized first, aggravated the storm runoff <br />situation, since full floodway easements were not incorporated into the <br /> <br />McIntyre Gulch <br />Project Reuse Basin Description <br /> <br />development. As urbanization progressed further upstream, significant <br />storm runoff has occurred more frequently and with some increase in peak <br /> <br />1972 is as follows: <br /> <br />flow for a given rainfall. <br /> <br />McIntyre Gulch <br />(west) <br /> <br />1-59-4803-02 <br />A = 2.37 <br />L = 2.54 <br />LCA = 1. 33 <br />S = 0.082 <br />Land Use Index 1.60 <br /> <br />McIntyre Gulch <br /> <br />1-59-4803-01 <br />A = 2.80 <br />L = 2.84 <br />LCA = 2.31 <br />S = 0.018 <br />Land Use Index <br />2 . 72 - 3. 20 <br /> <br />However, erosion and the potential for flood damage during major storms <br />existed along McIntyre Gulch after the initial development (early 1950's) <br />as evidenced by the two photographs showing McIntyre Gulch during the flood <br />of June 1963, and immediately after the flood of August 1965 (Figure 1). The <br />photographs were taken behind the house at 8525 West 3rd Place. <br />Prior to urbanization, some irrigated farming was practiced in the middle <br />portion of the basin (below the Agricultural and Welch ditches). The lands <br />adjacent to the reach from 6th Avenue to Carr Street are still utilized <br /> <br />The total basin area defined by Project Reuse was 5.17 square miles. <br />The basin boundary has been defined in more detail in the process of this <br />and an on-going study for South Lakewood Gulch (also sponsored by U.D & F.C.D. <br />and the City of Lakewood), and the total tributary area is 4.8 square miles. <br />The Flood Plain Information Study, Volume IV, Denver Metropolitan Region, <br />completed by the Corps of Engineers and published in October 1968 indicates <br /> <br />primarily for pasture. A significant area of the Jefferson County School <br /> <br />3 <br />