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Camilty Wind Farm - Partnerships for Renewables

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<strong>Camilty</strong> <strong>Wind</strong> <strong>Farm</strong><br />

Consultee Response Where and How Addressed<br />

Existing groundwater abstractions<br />

A list of groundwater abstractions within a radius<br />

of 100 m from roads, tracks and trenches and 250<br />

m from foundations should be provided. The route<br />

or location of engineering operations should avoid<br />

this buffer area or further in<strong>for</strong>mation and<br />

investigations will be required to show that<br />

impacts on abstractions are acceptable.<br />

Engineering activities in the water<br />

environment<br />

Engineering activities such as culverts, bridges,<br />

watercourse diversions, bank modifications or<br />

dams should be avoided unless there is no<br />

practicable alternative.<br />

Where a watercourse crossing cannot be<br />

avoided, bridging solutions or bottomless or<br />

arched culverts which do not affect the bed and<br />

banks of the watercourse should be used.<br />

If the engineering works proposed are likely to<br />

result in increased flood risk to people or property<br />

then a flood risk assessment should be submitted<br />

in support of the planning application .<br />

A site survey of existing water features and a map<br />

of the location of all proposed engineering<br />

activities in the water environment should be<br />

included in the ES.<br />

A systematic table detailing the justification <strong>for</strong> the<br />

activity and how any adverse impact will be<br />

mitigated should also be included. The table<br />

should be accompanied by a photograph of each<br />

affected water body along with its dimensions<br />

Improvements to the water environment<br />

encouraged to avoid or offset environmental<br />

impacts.<br />

Chapter 13 (Hydrology,<br />

Hydrogeology and Ground<br />

conditions) contains in<strong>for</strong>mation<br />

on groundwater abstractions.<br />

The site design minimises<br />

engineering activities in and<br />

near watercourses, as<br />

described in Chapter 13<br />

(Hydrology, Hydrogeology and<br />

Ground conditions)<br />

A watercourse crossing survey<br />

is provided in Appendix 13.3<br />

and methods and plans<br />

proposed in Chapter 13.<br />

A summary table of mitigation<br />

proposed is in Table 13.18, and<br />

the watercourse crossing survey<br />

in Appendix 13.3 provides<br />

photographs of the affected<br />

water bodies.<br />

Enhancement of the riparian<br />

habitat is proposed.<br />

Water abstraction<br />

ES should detail whether public or private source,<br />

and contain requested in<strong>for</strong>mation on source,<br />

location, volume etc. Cumulative impact should<br />

also be considered.<br />

Pollution prevention and environmental<br />

management<br />

All aspects of site work that might impact upon<br />

the environment and potential pollution risks<br />

associated with the proposals should be<br />

identified, along with the principles of preventative<br />

measures and mitigation. A draft Schedule of<br />

Mitigation should be produced as part of this<br />

process. In<strong>for</strong>mation provided on SEPA website.<br />

Recommend that the principles of the<br />

Construction Environmental Management<br />

Document are set out in the ES outlining how the<br />

draft Schedule of Mitigation will be implemented.<br />

Reference to best practice guidance.<br />

Chapter 13 (Hydrology,<br />

Hydrogeology and Ground<br />

conditions) contains in<strong>for</strong>mation<br />

on water abstractions.<br />

Draft Schedule of Mitigation<br />

provided in Chapter 16<br />

(Summary of Effects and<br />

Mitigation).<br />

Draft structure of CEMD<br />

(Health, Safety and<br />

Environmental Management<br />

System) provided in Appendix<br />

4.4<br />

March 2013 2-7 ES Chapter 2<br />

The EIA and Scoping Process<br />

Copyright <strong>Partnerships</strong> <strong>for</strong> <strong>Renewables</strong> Development Co. Ltd 2013 ©

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