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The following figures are drawn from websites that outline other wind factory developments in the UK and give a fair indication of the logistical scale of the Western Lochaber project. The most up to date 2 Mw turbines manufactured by Vestas Wind Systems A/S (to give only one example) have the following dimensions: V80 type and V90 type. Total Weight 205 tons - 315 tons. TURBINE TRANSPORT. Most of these Wind Turbine components require specialist transport vehicles. Moving loads of up to 61 tons and 44 mtrs in length along un-surfaced tracks is a specialist business. The Cranes required to assemble to towers have a built up weight of over 120 tons. TURBINE TOWER FOUNDATIONS. The largest (in this study) consist of an excavation 18 meters in diameter between 2.5 and 4.5 meters deep. This is filled with reinforced concrete till 1 meter below ground level. (180 - 200 cu.mtrs / Approx 300 tons.) Onto this base a reinforced column ring support is built up till marginally above original ground level. The ring itself is 4.5 mtrs in diameter. The tower is fastened by massive bolts to the ring. Finally the ground top soil is back filled to reinstate the landscape up to the base of the tower. From the above it can be shown that approximately 600 tons of material could be required at each site. TOWER CONSTRUCTION MATERIAL TOTALS.
Because the sourcing of the hardcore/ballast material for the foundations could be done locally, a figure for quarried stone is required. This , according to the data given in the other projects studied, is often sourced from "borrow pits" adjacent to the sites. Foundation ballast stone required, for Foundation concrete. Base Cement required . Steel reinforcement for the Foundations. (estimated) To process all this material (a) a quarrying plant and (b) a concrete mixing plant would be required at each location. The machinery involved at each location could weigh in excess of 1000 tons. To transport the concrete to each site would probably involve lorries with a 20 ton carrying capacity. These would make a minimum of 15 journeys to each site. The "pour" of each foundation would be a continuous operation until completed. i.e. day and night. ROADS, INFRASTRUCTURE. The ideal spacing of turbines would place them at least 300 mtrs apart. It can be concluded, therefore, that around 1 km of service roadway will be required for every 3 turbines. This must represent around 30 miles of new tracks for Morvern, 70 miles for Ardnamurchan and 40 miles for Mull. All road making machinery and all engineered components for bridges and culverts would have to be imported to the area. The list of machinery required to create 150 miles of new tracks across virgin hillsides and peat bogs, along with that required to excavate some 100,000 cu. mtrs of material from foundation pits, is a very specialist subject. The list must run to hundreds of machines.
DELIVERY TO SITE. The districts within the proposal are not currently equipped with any dock facilities to enable heavy freight movement of the sort and scale proposed. Existing facilities in Tobermory, Kilchoan and Lochaline are hardly suitable for the type of operations that would be involved. New dock, and dockside facilities , marshalling areas, assembly areas, hostels for the workforce, vehicle parks , site offices , and workshops for the machinery would all have to be prepared on the coast adjacent to each location. While some of this infrastructure might be achieved using temporary structures, the reinstatement of the landscape following the construction phase would be a massive undertaking. SEA TRANSPORT. CONCLUSION. This study is based on such details as have been revealed
by Wind Energy to various councils and individuals, details which have
changed from time to time. No definite proposal has yet been made
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