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Last modified
8/16/2009 2:44:50 PM
Creation date
3/7/2007 11:07:27 AM
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Board Meetings
Board Meeting Date
1/23/2007
Description
CF Section - New Loans - Wood Lake Mutual Water and Irrigation Co. - Angel Lake Outlet Repair
Board Meetings - Doc Type
Memo
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<br />" <br />" <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />City of Aurora <br />January 23-24, 2007 <br />Page 3 of 7 <br /> <br />Agenda Item 9f <br /> <br />must obtain a water court approved plan for augmentation. The City's legal council does not foresee <br />any legal impediments to obtaining the required water court approvals of the augmentation plan to <br />operate the PWP. <br /> <br />Water Storage - Storage within the raw water supply system is extremely important to meet annual <br />operational needs as well as demands during extended dry periods. Aurora Water utilizes its <br />storage facilities annually to meet fall and winter water demands. The need to use reservoirs for <br />annual operation will continue into the future and will become even more critical with additional City <br />growth. During dry years when direct diversions do not satisfy annual water demands, water <br />demands are met by water delivered from long-term reservoir storage. A review of supplies versus <br />demands shows that this hydrologic situation occurs about 15-percent of the time, or on average <br />about once every seven years. <br /> <br />Proiect Description <br /> <br />Development of the Prairie Waters Project <br />Aurora Water initially considered 37 raw water supply project elements. These elements were <br />screened down to 24 potential project components, and subsequently evaluated using a decision <br />analysis, which included permitting, institutional, public, schedule, cost, yield, flexibility, and <br />sustainability considerations. The components were assigned a weight and each project cOmponent <br />was scored and ranked. <br /> <br />Because none of the 24 project components considered could individually meet future water <br />demands, it was necessary to combine various project components into "portfolios of projects" to <br />provide a long-term water supply solution. Each of the seven potential project portfolios included <br />phased implementation of selected projects to meet the City's increasing water demands. Project <br />phasing was based on meeting projected dry year water demands at least five years before the <br />demand occurs. <br /> <br />The evaluation concluded that the first project that should be constructed to meet near term water <br />demand is the Prairie Waters Project. The PWP will put the City ahead of the demand curve for <br />several years and provide "drought hardening" of the existing system. <br /> <br />Alternatives Analysis for the Conveyance System <br />In 2004, Aurora Water and its team of professionals began identifying and evaluating alternative <br />alignments for the Conveyance System. Three alternative preliminary pipeline alignments were <br />carried forward from the initial screening process: <br /> <br />. Alternative 1 - E-470 Alignment <br />. Alternative 2 - DIA East Alignment <br />. Alternative 3 - Monaghan Road Alignment <br /> <br />All three alignments start at the North Campus located near Brighton. Each route offered distinct <br />advantages pertaining to pipeline length; environmental factors; number of highway, railroad, <br />irrigation ditch, stream, and utility crossings; number of landowners; and the extent of developed <br />land traversed by the pipeline. Based on evaluation of the three alternatives, Alternative 1, the E- <br />470 alignment, was carried forward as the preferred pipeline alignment. This alternative was <br />selected primarily to streamline right-of-way acquisition and because it presented the fewest <br />environmental impacts. Pumping stations are needed to lift the water approximately 1000 feet from <br />the North Campus to the purification facilities at the South Campus (also known as the Aurora <br />Reservoir Water Purification Facility or ARWPF). Locations for the pumping stations were identified <br />at interim points along the conveyance system so that the same pump motor horsepower could be <br />used at each of the pumping stations. Alternative sites were then evaluated based on land and <br />power availability. The Conveyance System is comprised of the following four bid packages: <br />
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