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Last modified
8/16/2009 3:14:48 PM
Creation date
10/4/2006 7:14:14 AM
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Board Meetings
Board Meeting Date
9/13/2005
Description
CF Section - New Loans - Little Thompson Water District - Proposed Dry Creek Reservoir
Board Meetings - Doc Type
Memo
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<br />t) <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />Little Thompson Water District ~ Proposed Dry Creek Reservoir <br />September 13-14, 2005 <br /> <br />Agenda Item 12a <br /> <br />Feasibility Studies <br /> <br />The L TWD, through their engineer Boyle Engineering Corporation, has completed a supplemental <br />feasibility study in accordance with CWCS guidelines. The study includes the Districts' rationale <br />for changing the project scope, a description of the changes, a revised cost estimate and financial <br />analysis. The original study was completed by Smith Geotechnical Engineering Consultants. The <br />supplemental study does not contemplate a significant change in demand between the original <br />feasibility study and the new one, but reflects the Districts' current thinking on system reliability and <br />drought response. <br /> <br />Little Thompson Water District <br /> <br />The L TWD was formed as a Special District in 1960 and began serving domestic water in 1962. <br />As a Special District, L TWD is legally able to levy taxes, however, they have never levied taxes in <br />their history and do not have plans to do so in the future, in order to protect their enterprise status. <br />In 1993, the Board of Directors adopted a resolution establishing L TWD as an enterprise, and <br />therefore they are not affected by the Tabor Amendment. The assessed valuation of the District in <br />2005 is $374,677,521. L TWD does have a CWCB approved Water Conservation Plan fulfilling all <br />requirements of Sec. 37-60-126, C.R.S. <br /> <br />L TWD provides domestic water to a 300-square mile area in Larimer, Weld, and Boulder counties, <br />and are generally bounded by the City of Loveland on the north; Long's Peak Water District on the <br />south; the City of Greeley, the South Platte River, and the St. Vrain River on the east; and the <br />foothills of the Front Range on the west. L TWD currently serves approximately 7990 active taps <br />providing water to approximately 24,500 customers. The following entities are serviced in whole or <br />in part by L TWD: the Town of Mead, Longs Peak Water District, North Carter Lake Water District, <br />the City of Loveland (less than 2%), the Town of Berthoud (emergency only), and the Town of <br />Milliken (emergency only). Of the 7990 taps currently serviced by L TWD, approximately 1630 are <br />in the Town of Mead and unincorporated Boulder County, both considered high household income. <br />Other taps are located in areas considered middle household income. Current tap fees are $26,300. <br /> <br />L TWD and CWCWD jointly own and operate two water treatment plants located at the south end of <br />Carter Lake. The treatment plants are operated as a separate entity known as the Carter Lake <br />Filter Plant, and are capable of delivering up to 34 million gallons per day (MGD) of treated water. <br />A new treatment plant is currently under construction that would increase capacity to 50 MGD. <br />Treated water is stored in the clear well at each of the filter plants as well as in a one million-gallon <br />tank and two five million-gallon tanks near the filter plants. In addition to this storage capacity that <br />is shared with CWCWD, L TWD operates three additional treated water storage facilities with a total <br />storage capacity of 7.15 million gallons. L TWD's distribution system is made up of more than 500 <br />miles of water lines ranging in size from one-inch to 42 inches in diameter. <br /> <br />Water Riqhts <br /> <br />Water used by L TWD is C-BT water delivered to Carter Lake. They own 9,496 shares, with 4964 of <br />the shares converted to a fixed yield at 70%, and the remaining shares on the variable allotment. <br /> <br />Proiect Description <br /> <br />The dam will be a homogeneous earthfill embankment with chimney, blanket, and toe drains; riprap <br />protection on the upstream face; and a key trench tying the structure into the foundation bedrock. <br />A roller-compacted-concrete (RCC) spillway will be constructed to the right (looking downstream) <br />of the highest part of the dam. The dam will be classified as a Class I Dam by the State Engineer's <br />Office (SEa), and the spillway will be required to convey 100-percent of the Probable Maximum <br /> <br />Page 3 of 6 <br />
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