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<br />North St. Vrain & St. Vrain Creeks <br />Floodplain Update <br /> <br />Town of Lyons <br /> <br />North St. Vrain & St. Vrain Creeks <br />Floodplain Update <br /> <br />Town of Lyons <br /> <br />SECTION 1- INTRODUCTION <br /> <br />floodplain. The hydrologic data utilized in the 1987 FIR was taken form a 1981 report by the <br />Corps of Engineers, "St. Vrain Creek Hydrology, Boulder and Weld Counties". The 100-year <br />flow at the confluence of the North and South St. Vrain Creeks was reduced to 8,880 cfs based <br />on additional years of stream gauge data and revised hydrologic analysis methods. Floodplain <br />characteristics were determined using the Corps of Engineers HEC-2 computer program and 2- <br />foot contour topographic mapping (based on 1981 aerial photography). <br /> <br />1.1 Authorization <br /> <br />Boulder County originally authorized this report in 1987 in joint sponsorship with the Colorado <br />Water Conservation Board. The first detailed floodplain analysis was prepared by Engineering <br />Professionals, Inc. with the results published in the Floodplain Information Report. North St. <br />Vrain and St. Vrain Creeks. dated December 1987 (1987 FIR). In 1992, Love & Associates, Inc. <br />completed a re-analysis using the HEC-2 model from the 1987 FIR as a base model. The re- <br />analysis focused on correcting errors in the original study and updating the study to include <br />current bridge and culvert configurations. In 1998, the Town of Lyons authorized BRW, Inc. to <br />update and re-analyze the floodplain within the town. <br /> <br />The 1992 revisions to the 1987 revisions to the 1987 FIR completed by Love & Associates <br />focused on correcting hydraulic modeling errors in the original study and updating the study to <br />include current bridge and culvert information. This re-analysis was never designated by the <br />Colorado Water Conservation Board. <br /> <br />1.3 Purpose and Scope <br /> <br />The Colorado Water Conservation Board's power and duty is to devise and formulate methods, <br />means and plans for bringing about the greater utilization of the waters of the state and the <br />prevention of flood damages therefrom and to designate and approve storm or floodwater <br />runoff channels or basins, and to make such designations available to legislative bodies of cities <br />and incorporated towns, to county planning commissions, and to boards of adjustment of cities, <br />incorporated towns, and counties of this state as stated in Section 37-60-10S(1)(c) of the <br />Colorado Revised Statutes 1973. <br /> <br />Updating the floodplain maps for the St. Vrain Creek through Lyons is important because of the <br />anticipated land use changes and urbanization expected to occur in the area over the next <br />several years. These maps will form the basis for administration of activities in the floodplain <br />and will be used by residents, town and county officials, CWCB, and FEMA for regulating <br />activities and administering the National Flood Insurance Program (NFIP). Objectives of the <br />updated plan include: <br /> <br />The cities, incorporated towns, and counties within the study area may provide zoning <br />regulations to establish, regulate, restrict, and limit such uses on or along any stream or <br />floodwater runoff channel or basin, as such storm or floodwater runoff channel or basin has <br />been designated and approved by the Colorado Water Conservation Board, in order to lessen or <br />avoid the hazards to persons an damage to property resulting from the accumulation of storm <br />or flood waters, as stated in Sections 30-28-111 and 31-23-201 of the Colorado Revised Statutes, <br />1975. Upon official approval of this report by the Colorado Water Conservation Board, the <br />areas described as being inundated by the 100-year flood may be designated as flood hazard <br />areas and their use regulated accordingly by local governmental entities. <br /> <br />. Reflect changes posed by the newly adopted ACOE hydrologic study, which reduced <br />discharges by approximately 1,000 cfs. <br /> <br />. Model river hydraulics associated with man-made and natural channel modifications <br />occurring since 1987. <br /> <br />. Provide the basis for subsequent modeling of floodplain encroachments and floodplain <br />activities within such as construction of the McConnell Drive Bridge, and <br /> <br />1.2 <br /> <br />Background <br /> <br />. Provide the framework for comprehensive planning and related parks and recreational <br />planning along the St. Vrain Creek riparian corridor. <br /> <br />The currently regulated floodplains of South St. Vrain, North St. Vrain and St. Vrain Creeks <br />within the corporate limits of Lyons were determined by the Flood Insurance Study for Lyons, <br />Colorado, prepared by the Federal Insurance Administration (February 1980). Howard, <br />Needles, Tammen and Bergendoff (HNTB, October 1977, Reference 3) completed the hydraulic <br />and hydrologic analyses used in the 1980 study. Generally, the hydrologic data used by HNTB <br />was that generated by the Army Corps of Engineers (ACOE) for the 1972 studies of the St. Vrain <br />Creek basin (lOO-year flow of 10,200 cfs at the confluence of the North and South St. Vrain <br />Creeks). <br /> <br />This report was prepared to guide local officials in planning the use and regulation of the <br />floodplain areas such that hazards and future damages are eliminated or minimized. This <br />report includes information on historical floods, existing factors which influence the flood <br />hazard, and the nature and extent of probable future floods. <br /> <br />The following is a brief summary of the scope of work for this project. <br /> <br />The hydraulic methods, hydrologic data and topographic information used in the 1987 FIR are <br />considered to be more current, however, the 1980 Flood Insurance Study is still currently used <br />by regulatory agencies, lending institutions, and planners for administration of the St. Vrain <br /> <br />1. Calculation of water surface profiles for the 10-,50-,100-, and SOO-year flood events; <br />2. Delineation of the 100-year and SOO-year floodplain boundaries; <br />3. Development of discharge profiles indicating the relative magnitudes of the 10-,50-, 100-, <br />and SOO-year flood events; <br /> <br />Floodplain Information Report I <br />K:\35600\OO4\FLOODPLAIN INFORMATION REPORT.doc <br /> <br />June 1998 <br /> <br />Floodplain Information Report 2 <br />K:\35600\004IFLOODPLAIN INFORMATION REPORT.doc <br /> <br />June 1998 <br />