Consultee
Planning Inspectorate
Date /Document
East Anglia THREE Scoping Opinion December 2012
Comment
The Scoping Report states that the Applicant considers that the data collected for the proposed East Anglia ONE cable route is sufficient for the East Anglia THREE development. The Planning Inspectorate welcomes the statement that the Applicant will consult with the relevant authorities on whether there is any requirement to update this data for the East Anglia THREE EIA. The Applicant should ensure that the ES contains sufficient detail and that the extent of the study area is clearly justified.
Planning Inspectorate
East Anglia THREE Scoping Opinion December 2012
The Scoping Report states that the coastline geology is vulnerable to erosion; the Planning Inspectorate therefore advises that the potential impacts of landfall works on coastal erosion and deposition should be addressed with appropriate cross reference made to other technical reports including landscape and visual impacts. See also the comments of SCC (Appendix 2 of this Opinion) regarding assessing the impacts on coastal processes of the cabling near the landfall point.
Planning Inspectorate
East Anglia THREE Scoping Opinion December 2012
The Planning Inspectorate notes that the centreline of the cable route crosses the historical sand pit/landfill at Tuddenham St Martin. The ES should assess the potential impacts on the feature, and
Preliminary Environmental Information May 2014
East Anglia THREE Offshore Windfarm
Response / where addressed in the PEI
Additional consultation is discussed above within this table.
Impacts of erosion at the landfall at Bawdsey are discussed in section 19.6
Impact assessment associated coastal with coastal erosion and coastal processes at the landfall at Bawdsey are discussed in full in Chapter 7 Marine Geology, Oceanography and Physical Processes.
EATL has requested updated details on this landfill site from SCC and the Environment Agency.
Any updated information will be included in the final
Chapter 19 Soils, Geology and Ground Condition Page 3
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