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<br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />. <br />Project Update <br /> <br />During 1981 and the first part of 1982 the lvellington Water System Improve- <br />rrents Project was disc.."Ussed at great lengths with both the Town Board and <br />the residents of Wellington. At this point the connection to the ELCO <br />Water System for treated water was the reccxmended alternative, hc:wever, <br />SCJITe of the major concerns were high water costs, limited control of future <br />costs from ELCO and a general dislike of relying upon another entity for <br />water service to the Town. Therefore, the Town Board directed Taranto, <br />Stanton & Tagge to research the alternative of locating a water treabrent <br />facility at North poudre Irrigation Conpany, Reservoir No.3. This <br />alternative had been researched in the past, hc:wever, the new research <br />would evaluate a smaller water treatment plant of .9 million gallons per <br />day instead of 1.5 million gallons per day. <br /> <br />I <br /> <br />The potential project was researched at great lengths and an innovative <br />alternative utilizing a lease arrangement for the water treatment facility <br />was proposed to the Tewn. This arrendrrent presents the background informa- <br />tion and the 'economic evaluation of that alternative together with the <br />previous ELCO alternative as a comparison. <br /> <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 />Evaluation of Alternatives <br /> <br />I. ELCO Source <br /> <br />In order to ITUnll11lZe costs the ELCO alternative "B" was re-evaluated <br />previously and it was concluded that this alternate was the IlOst cost <br />effective choice. The costs for that alternative has been reassessed <br />to reflect FHA reccxmendations that a steel tank and asbestos cement <br />pipe be used in lieu of a concrete tank and ductile iron pipe. Also, <br />the size of the transmission line from the ELCO pump station to <br />,vellington was reevaluated. It was determined that, based on the <br />lower projected demands and the costs of pumping vs. the capital cost <br />of the transmission line that a IO-inch line will be adequate to serve <br />the tewn. Finally, the cost of water shares was re-assessed to <br />reflect the current market price. The proposed invrovements for this <br />alternative are shewn on Exhibit A included with the arrend.rrent. <br /> <br />A summary of the engineer's opinion of probable cost is shewn in Table <br />1. An analysis of the resulting average IlOnthly rate for the ELCO <br />alternate is shewn in Table 2. <br /> <br />II. North Poudre Source <br /> <br />A. Background <br /> <br />The possibility of constructing a water treabrent facility was <br />evaluated as a part of the first arrendrrent to the Final Report. <br />Ho.vever, it did not appear cost effective at that tirre without <br />the sale of the Town I S existing North poudre shares. That sale <br />was not acceptable to the Town which therefore made the ELCO <br />source the reccxmended alternative. <br /> <br />1 <br />