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<br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br /> <br /> <br />it is jacked through the dam is uncertain. Also, the ability to adequately <br />seal the existing conduit and any voids which may have developed in the <br />embankment surrounding the conduit is questionable, <br /> <br />No reduction in long term 0 & M expenditures would be realized by Alternative <br />No.3. The same 0 & M efforts described for Alternative No; 2 would be <br />required under this alternative. <br /> <br />4.2 Cost Estimates <br /> <br />The total construction cost of each rehabilitation design alternative for Twin <br />Lakes Dam is shown in Table V.4 and Figure V.4. Twenty-five percent <br />contingency was added to the costs for this stage of the design. The costs of <br />each major design component are also shown in Figure V.4. <br /> <br />====================~=====================================~==================== <br /> <br />TABLE V.4 <br /> <br />Construction Cost Estimates for Rehabilitation Alternatives <br /> <br />Alternative No. <br /> <br />Construction Cost Estimate <br />with 25% Contingency <br /> <br />$ 450,000 <br />$ 394,000 <br />$ 358,800 <br /> <br />1 <br />2 <br />3 <br /> <br />=============================================================================== <br /> <br />4.3 Alternative Selected for Feasibility Design <br /> <br />MKE's recommendation for rehabilitating Twin Lakes Dam is based on providing a <br />techni cally sound and functi onal desi gn which results in the most improvement <br />for the initial dollar investment. MKE reconmends Alternative No.1 because <br />of the substanti al reducti on in long tenn 0 & M it provi des and its hi gh <br />degree of technical confidence. MKE believes that the remote site and <br />difficult access warrants the additional initial investment for this long tenn <br />solution. The major components of this recolllllended design alternative were <br />sUlllllarized previously in Table V.l. The cost for this solution is given in <br />Table V.4 and Figure V.4. <br /> <br />-68- <br />