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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 />Figure 2 shows the conceptual phasing sequence for the secondary supply system. <br /> <br />Socio-Economic Considerations in Proiect PhasinQ <br /> <br />There are several considerations to review in assessing the most optimal steps in <br />initiating the secondary water system for the City of Lamar. The first is ensuring <br />adequate revenue from the system in order to meet the costs of capital improvements <br />over time. Since this revenue will come from water rates charged to the properties <br />receiving the service, it is important to examine the type of property that will be asked to <br />bear the initial costs of project development. <br /> <br />The second consideration is to ensure affordability to homeowners in developing the <br />secondary system over time. It would seem inequitable, and probably not very <br />economical, to require those with below median incomes to shoulder an equal part of the <br />initial development costs of the system. Although revenue from these properties will be <br />important to the development of the secondary system for the entire community, it would <br />appear more reasonable to bring these customers into the system once the main <br />infrastructure is in place and economies of scale have been achieved. <br /> <br />The third consideration is to plan for water use in a way that matches the timetable for <br />developing water supplies for the secondary system. Since it is unlikely that all of the <br />physical plant of the secondary system will be built initially, but rather phased in over <br />time, it is important that the potential problems of both excess capacity and inadequate <br />capacity are avoided during the construction of any given phase. <br /> <br />The water rate should be sufficient to assure adequate revenue to cover the costs of this <br />capital project, with perhaps a modest sinking fund. A water rate structure has been <br />modeled in another section of the study. It is believed that the most optimal approach to <br />ensuring adequate revenue is to: 1) include the larger secondary water users in the <br />initial phasing of the project, and 2) institute secondary service for those most able to <br />afford the service initially. In order to achieve these two objectives, a phasing of the <br />project has been recommended. <br /> <br />There are six proposed phases to the project. Part of Phase 1 would begin in a <br />residential area of high owner-occupancy (suggesting a greater ability to pay for the <br />service) and large lots (suggesting a more guaranteed initial use of the secondary <br />system). Such an area has been identified, and is located in the east-central quadrant of <br />the city, near Willow Creek Park. Phase 1 also includes an area north of the railroad <br />tracks in the vicinity of Escondido Park. <br /> <br />It is suggested that Phase 6, located in the far north quadrant of the city, between the <br />Burlington-Northern and Santa Fe Railroad and U.S. Highway 50, would represent an <br />independent stage of the project. From a socio-economic standpoint, Phase 6 is an area <br />where owner-occupancy tends to be the lowest and where the residential lots are on <br />average the smallest; more or less the exact opposite conditions of the area near Willow <br />Creek Park in Phase 1. <br /> <br />The intermediate phases, Phase 2 through 5, correspond to quadrants of the city that <br />combine relatively higher water usage with median income levels. The proposed <br /> <br />Aqua Engineering, Inc. <br />and Colorado State University <br />May 19, 2004 <br /> <br />Secondary Supply Feasibility Study <br />-16- <br /> <br />