<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
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