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Forthbank Wind Energy Development - Partnerships for Renewables

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<strong>Forthbank</strong> <strong>Wind</strong> <strong>Energy</strong> <strong>Development</strong><br />

9.4.19 These features are described in detail in sections 4.5 to 4.8 and presented in Figures 4.1 to<br />

4.9.<br />

<strong>Wind</strong> Turbines<br />

9.4.20 The proposed wind energy development will consist of four wind turbines with a maximum hub<br />

height of 80m and a maximum blade tip height of 125m. These dimensions are known as the<br />

turbine ‘envelope’. The turbine towers will be of tapering tubular steel construction and the<br />

blades will be made of fibreglass with lightning protection, to protect the entire turbine.<br />

Turbines will be finished in a pale grey/off-white colour with a semi-matt finish, subject to<br />

agreement of Clackmannanshire Council and other consultees. The turbines are described in<br />

detail in Chapter 4.5 ‘Candidate <strong>Wind</strong> Turbine’.<br />

9.4.21 Each turbine requires its own trans<strong>for</strong>mer to change the voltage to one that is appropriate <strong>for</strong><br />

transmission around the site. Trans<strong>for</strong>mers will be housed externally within a small kiosk<br />

adjacent to each tower base, depending on the eventual model of turbine selected. The<br />

external kiosks will be a maximum of 6m x 4m x 3m in size, located close to towers and<br />

coloured appropriately <strong>for</strong> the site. Due to their relatively small size they are generally<br />

indistinct from the tower base unless viewed close up or in silhouette against the skyline at<br />

greater distances.<br />

Meteorological Masts<br />

9.4.22 The proposed wind energy development includes the erection of a permanent free standing<br />

metrological mast, to include weather recording equipment, complete with electrical supply and<br />

rein<strong>for</strong>ced concrete pad foundation. The height will match the turbine hub height. The exact<br />

design of this structure is yet to be determined, and may be of either lattice or tubular steel. An<br />

example of a lattice type design is shown in Figure 4.2 and the location is shown in Figure 1.2.<br />

The tower would be retained throughout the operating life of the wind energy development to<br />

monitor meteorological parameters such as wind speed and direction, as required <strong>for</strong> efficient<br />

monitoring and control purposes during the operation of the wind energy development. The<br />

structure would have an effect on landscape and views, but one which would be subsumed by<br />

the greater overall effect of the wind turbines.<br />

9.4.23 It is assumed that the meteorological mast will be removed in subsequent de-commissioning<br />

phase.<br />

Switchroom/Control Building<br />

9.4.24 The control building compound will comprise a hard standing with maximum dimensions of<br />

40m x 30m, and a single storey building approximately 5m x 15m x 3.81m which will house<br />

switchgear and metering, protection and control equipment and also welfare facilities. The<br />

building will be finished in a render which is in keeping the colour of existing buildings in the<br />

area. Figure 4.3 and 4.4 provide an illustration of a control building plan and elevation<br />

respectively. The proposed location of the control building and compound is shown in Figure<br />

1.2.<br />

November 2010 Chapter 9 Page 63<br />

Copyright <strong>Partnerships</strong> <strong>for</strong> <strong>Renewables</strong> <strong>Development</strong> Co. Ltd 2010 ©

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