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<br />(e <br /> <br />...-!-;.,'~ <br />/ <br /> <br />.' <br /> <br />B) Cost Estimate <br />************ <br /> <br />The cost estimate for the proposed Crow Lane #1-35' high dam project is that <br />which is presented in Section VI of the Planning Document by McGlaughlin <br />Water Engineers under" Alternate D-2: Crow Lane Reservoirs" and as also <br />presented as such in sub-section "G-Gost Estimates" of th~ "Alternates Con- <br />sidered" segment of this Report, to which has been added estimated legal costs. <br /> <br />CROW LANE RESERVOIR # 1-35' mGH DAM <br /> <br />New Pump Station---------------------------------------------_$85 000 <br />. ~ <br /> <br />:eipeline to Reservoir-..----------------~ <br /> <br />uu----------------$470 000 <br />. , <br /> <br />Surge Tank----------------------------------________.._________--$80,000 <br /> <br />Expand WTP with 2nd Train----------..:.-------------$205,000 <br /> <br />Extend Three Phase Power to WTP--------------------------------------$25 000 <br />. , <br /> <br />Control Valve at WTP------------------------~-----------$5,000 <br /> <br />EarthworkIDam-~----------------------------_________________-----$575 000 <br />. , <br /> <br />Land Acquisition --..------------------------------------------$235,000 <br /> <br />Relocate Septic System--------------------------------------______$l 0,000 <br /> <br />, . <br /> <br />(Engineering and Contingency-Included in above as 25% of costs )-----...:._____ <br /> <br />. Legal--------~-------..-----------___________________~__--------..--$25,000 <br /> <br />ESTIMATED TOTAL COST----$1,715,OOO <br />*********************************** <br /> <br />35 <br />