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<br />) <br /> <br />) <br /> <br />I <br />. <br />~ <br />I <br />" <br />I ); <br />i <br />I <br />~ <br />I <br />I <br />I <br />r <br />. <br />L. <br /> <br />i: '- <br /> <br />In the spring of 1992, an application for funding was prepared by the Town (enclosed are <br />two copies of forms for this application). We assume that the application was prepared by <br />the Town's intern administrator. We do not"know to whom the application was being made, <br />since we only have the two forms without any additional information. Those forms listed the <br />cost of the 8" ductile iron pipe as $327,200 but without the footnote regarding the <br />hydroelectric plant. Following this, numerous other items of correspondence we(~ent to <br />CWCB and DOLA. Unfortunately, the $327,200 figure continued to be carried forward in <br />this correspondence without further explanation and became accepted as the amount of the <br />pipeline. <br /> <br />It is obvious at this time that the $327,200 figure was the incorrect amount to list without <br />providing additional information, or arranging for additional financing for the hydroelectric <br />plant. The total cost of an 8" DIP with hydroelectric was estimated to be $633,600. It was <br />also mentioned in the 1991 report (page 62) that a more in-depth analysis should be made by <br />a consultant that specializes in hydroelectric power prior to committing to this alternative. If <br />the hydroelectric had proved feasible, a more complete package should have been assembled <br />for financing the entire system; for example, it may have been necessary to issue a separate <br />revenue bond in the amount of $300,000 for the hydroelectric portion. <br /> <br />As it stands now, the $327,200 request is basically in error. The application occurred when <br />the Town was in a transitional period with a new mayor and council, a relatively <br />inexperienced town administrator and a relatively new public works director on board. As <br />your engineer, I have to assume partial responsibility for this oversight. I can only say that <br />my primary reasons for not detecting this error is that I was never provided a complete <br />package of the grant application information and I was only contacted at two to three month <br />intervals for various specific items of information. After we had gotten about a year into the <br />project, the $327,200 figure became an accepted number. The problem was also <br />compounded by the fact that the cost of the reservoir was estimated at $328,000 and when <br />the final application was made to CWCB, it appeared that that was going to be the <br />alternative selected; the error on the pipeline was not relevant. <br /> <br />The CWCB board member also stated that the new cost for the pipeline outlined in our <br />1994 report was almost a million dollars. This is a significant exaggeration, since our <br />estimated cost was $830,900 (Table V-A). Although higher than the 1991 number, there are <br />substantial differences in our approach to the new cost estimate as compared to the 1991 <br />cost estimate. The following items contributed to the difference: <br /> <br />1. Table V-A (from the 1994 Feasibility Report) includes a 20% engineering add- <br />on cost. The initial calculation in Table IV-F of the 1991 report did not <br />include engineering (as mentioned, this was added later in the summary <br />chapter) . <br /> <br />2. Actual construction costs of the pipeline alone (without the intake) in the 1991 <br />report was $438,000 (with 20% contingency). The actual construction cost of <br />the pipeline in the 1994 report. was $590,400 (with 20%contingency), or a <br />difference of $152,400. Part of this can be attributed to inflation of <br /> <br />2 <br />