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<br />direct- them back to the creek. Acquisition and construction of a raised north-south 9th Street, <br />along with some additional grading of the natural swale to the creek, would provide a collection <br />system for directing floodwaters to the drainageway. An alternate location to collect the flood <br />flows would be several hundred feet upstream of 9th Street extended. This alternate location <br />would collect flood discharge upstream of existing or proposed development. <br /> <br />AL TERNA TE EV ALUA TION AND RECOMMENDED PLAN <br /> <br />8. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Flood spills to the south of the creek need to be prevented for the design event - Enlarging <br />and improving the drainageway upstream of Broadway could confine floodwaters to the creek <br />section to prevent flood spills to the south for the design event. To avoid impacting or relocating <br />existing mobile homes, an urbanized drainageway section could be constructed. The addition of <br />vertical elements, such as rock walls and expanded drop structures would create a more formal or <br />hardened cross section, but would provide greater capacity in a narrowed width. <br /> <br />. <br /> <br />INTRODUCTION <br /> <br />Master plan alternates were identified in Chapter 6 and environmental assessment and opportunities <br />of these alternates were presented in Chapter 7. This chapter presents three selected alternates which <br />were analyzed in more detail and provides estimates of probable construction costs, maintenance <br />requirements, residual flood damage estimates and a benefit/cost analysis. A recommended alternate <br />solution is provided within this chapter. The three alternates selected for more detailed analysis are: <br /> <br />8.1 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The drainageway downstream of Broadway needs to be improved to pass flood waters <br />collected and concentrated from upstream - Drainageways are typically improved from <br />downstream to upstream to adequately convey flood flows that are concentrated by the project. <br />Collecting floodwaters to eliminate southern flood spills results in a need to improve the <br />downstream drainageway conveyance to prevent adverse floodplain impacts. The need to <br />increase downstream drainageway conveyance may extend downstream as far as the Fourmile <br />Canyon Creek confluence with Boulder Creek. The following drainageway conveyance <br />improvements would be needed within the study reach <br /> <br />. <br /> <br />50-Year Channel <br />1 00- Year Channel <br />Maintain existing floodplain configuration <br /> <br />AND 2 GENERAL DESCRIPTION <br /> <br />Alternate 1: <br />Alternate 2: <br />Alternate 3 <br /> <br />ALTERNATE 1 <br /> <br />8.2 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Increased channel capacity would need to be constructed through the Village Center just east <br />of Broadway in a 120-foot wide easement acquired as a part of site annexation. An alternate <br />"bowl-type" drainageway section incorporated into the "Village Green" proposed in the North <br />Boulder Subcommunity Plan could be provided to create a more aesthetic greenway feature. <br />This conveyance system could be coupled with site fill to eliminate high hazard zone flooding <br />of properties south of the creek and allow redevelopment of the site. <br /> <br />o <br /> <br />I <br /> <br />The overbank area south of the creek riparian corridor located on the city-owned park site <br />along Violet Avenue could be excavated to increase flood conveyance across the property. <br />This mitigation approach would preserve the existing creek riparian habitat and continue to <br />allow a developed and level park use of this site. <br /> <br />o <br /> <br />o The creek corridor between Violet Avenue and 30th Street would need to be acquired or <br />easement obtained and modifications need to be constructed to provide a clear path for <br />floodwaters without adversely affecting residential structures. This mitigation approach <br />would eliminate high hazard structures and provide overbank contouring to increase <br />floodwater conveyance without adversely affecting the riparian corridor along the creek bank. <br /> <br />An expanded drainageway corridor must be secured - West of Broadway, Fourmile Canyon <br />Creek traverses through a narrow channel section located between two roadways both known as <br />Rosewood Avenue. In order to increase conveyance, a wider corridor needs to be acquired for <br />channel improvements. Use of the Rosewood roadway section on the north creek bank offers an <br />opportunity to widen the creek without impacting existing mobile homes in the Ponderosa Mobile <br />Home Park on the south side of the creek. East of Broadway, annexation agreements provide for <br />a 120-foot wide easement corridor through the Village Center area to the city-owned Violet park <br />site. The Violet park site offers a wide corridor that would allow flood mitigation to occur in the <br />overbank to the south without altering the creek riparian zone. Further downstream property <br />acquisition or easements between Violet Avenue and 30th Street would be required to secure a <br />drainageway corridor for the proposed channel improvements. Between 30th Street and the <br />railroad tracks below Highway 119 no additional right-of-way would be required. <br /> <br />I <br /> <br />. <br /> <br />I <br /> <br />I <br /> <br />Alternates 1 and 2 have many similarities, since they both would construct a natural type of waterway <br />following the general historic channel alignment. As discussed in Chapter 6, the purist definition of a <br />"natural channel" would be impossible to construct since road crossings have been constructed, the <br />channel has been straightened, the banks of the creek have been filled, and development has <br />encroached on the natural floodplain. Therefore the term "natural channel" is defined as a channel <br />designed by an inter-disciplinary team of engineers, geomorphologists, and biologists to emulate a <br />"natural" channel. Refer to Chapter 7 for environmental issues related to this type of channel design. <br />The common similarities for Alternates 1 and 2 include the following: <br /> <br />I <br /> <br />I <br /> <br />Widespread flood flows from the northwest need to be collected and directed to the creek <br />corridor - Flooding west of 9th Street spreads several hundred feet north of the creek. Capturing <br />these flows and conveying them into a narrowed drainageway may be accomplished by taking <br />advantage of a large natural channel draining from the north. This channel is a former creek <br />channel, now cut off, and offers a "natural conditions" opportunity to help collect flood flows and <br /> <br />. <br /> <br />I <br /> <br />I <br /> <br />8-1 <br /> <br />I <br /> <br />I <br />