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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 />II. EXISTING DRAINAGE BASIN CONDITIONS <br /> <br />Major Sub-Basin 1: The land ownerships in this basin includes private, Boulder <br />County and a right-of-way for the Chicago, Burlington and Quincy Railroad. <br />No drainage channels exist in this basin, and only small culverts are present <br />under Weld County Road, the Chicago, Burlington and Quincy Railroad and North <br />119th Street. Present land use is primarily agricultural. <br /> <br />Major Sub-Basin 3: The land ownerships in this basin include private, Boulder <br />County, City of Lafayette and a Chicago, Burlington and Qunicy Railroad <br />right-of-way, Small drainage ditches along Emma Street and Burlington Avenue <br />have been used to convey stormwaters from the downtown areas of Lafayette, <br />These ditches terminate at the intersection of Burlington Avenue and Emma <br />Street, where a culvert then passes the flow to a small ditch which heads east <br />through agricultural land, terminating in a sump area west of Coal Creek, <br />Debris build up in the sump area has been a common problem during storm events. <br />Present land uses consist of agricultural in the lower half of Basin 3, with <br />fully developed urban conditions in the upper half of the basin (downtown <br />Lafayette) , <br /> <br />For the purpose of analyzing the improvements necessary for developing the <br />major drainageway plans for the City of Lafayette, the total basin was <br />subdivided into seven major drainage basins. It should be noted that the area <br />encompassed by these seven major basins does not include every drainage <br />sub-basin within the Lafayette basin; however, the outfalls for the sub-basins <br />not served by to the major basins directly or shown on the preliminary design <br />drawings and their installation is an important part of the total system, The <br />existing condition of each major basin depicted in Figure 2 is discussed below, <br /> <br />Major Sub-Basin 2: The land ownerships in this basin include private, Boulder <br />County, City of Lafayette and a right-of-way for the Chicago, Burlington and <br />Quincy Railroad. No drainage channels presently existing except for a small <br />irrigation ditch in the upper portion of the basin which has received some storm <br />flows in the past. Culverts under the Burlington Railroad, Weld County Road, <br />North 119th Street and North 111th Street are small and mostly ineffective due <br />to debris blockage. Present land use is agricultural in the lower portion of <br />the basin and quickly developing residential areas in the mid-sections of the <br />basin. Presently, the City of Lafayette Planning Department is studying a park <br />area from Finch Street to North 111th Street, which could be utilized as a <br />drainage path, without major channel improvements. <br /> <br />Major Sub-Basin 4: The land ownerships in this basin includes private, City of <br />Lafayette and Chicago, Burl ington and Qunicy Rail road right-of-way. A system of <br />drai nage di tches has been provided by exi sti ng commerci al and residential <br />developments which convey stormwaters to Coal Creek. These drainageways are <br />mostly overgrown and drained by culverts of less than 10-year capacity. Present <br />1 and uses are industrial and residential. <br /> <br />Major Sub-Basin 5: The land ownerships in this basin consist of private, City <br />of Lafayette and State highway right-of-way (US 287). Currently, no <br />drainageways exist for conveyance of stormflows from existing development which <br />is largely in the upper half of the basin. Current land uses are agricultural <br />in the lower portions of the basin and residential and light commercial in the <br />upper portions of the basin. Waneka Reservoir, which lies in the extreme <br />western section of Basin 5, serves as a water supply for the City of Lafayette. <br />The reservoir embankment is sufficiently high to store the 100-year storm event <br />from those areas tributary to the reservoir. <br /> <br />8 <br /> <br />9 <br />