Tier 2

Operation and maintenance
  1. The operation of Seagreen 1 and Seagreen 1A Project will result in additional electrical cables in the Firth of Forth Banks Complex MPA alongside those which will be installed for the Proposed Development. As in previous sections the values for cable length cannot be separated as they are presented together as one project in the relevant MPA assessment (Marine Scotland, 2014b).

 

Table 1.57:
Cumulative Length of Cable Within the Firth of Forth Banks Complex MPA for the Proposed Development and Other Tier 2 Projects Included in the Cumulative Assessment

Table 1.57: Cumulative Length of Cable Within the Firth of Forth Banks Complex MPA for the Proposed Development and Other Tier 2 Projects Included in the Cumulative Assessment

 

  1. Table 1.57   Open ▸ shows the cumulative length of cable within the Firth of Forth Banks Complex MPA which is directly linked to the potential area impacted by EMF. Seagreen 1 and Seagreen 1A Project are expected to install 346 km of cables within the Firth of Forth Banks Complex MPA, including a combination of inter-array and offshore export cables. It has been assumed that all of the cable associated with Seagreen 1 and Seagreen 1A Project will occur with Scalp and Wee Bankie (Seagreen 1 also overlaps with Montrose Bank but the MPA assessment (Marine Scotland, 2014b) does not provide a breakdown of the impact on each section of the MPA). This will result in the length of cable within this section of the MPA to increase to 473 km for the cumulative assessment in comparison with the 127 km associated with this section of the MPA in the Proposed Development alone assessment. No specific values are provided regarding the length of cable associated with the Seagreen 1A Export Cable Corridor which will be installed within the MPA.

Offshore subtidal sands and gravels

  1. The cumulative length of cable within the Firth of Forth Banks Complex MPA is at least 66% higher than in the Proposed Development alone assessment, all of which will occur within the Scalp and Wee Bankie section of the MPA. As discussed in paragraphs 422 and 425 this is unlikely to change the effect of EMF on benthic invertebrates as current research shows they are unaffected by EMF, although this field is still developing. Therefore paragraphs 426, 427 and 428 provide the details of the assessment and the sensitivity of the offshore subtidal sands and gravels to this impact.
  2. Based on the information presented here, it can be concluded that the cumulative impacts to benthic invertebrates from EMF during the Proposed Development operation and maintenance phase will not lead to a significant risk of hindering the achievement of the conservation objectives for the shelf banks and mounds feature of the Firth of Forth Banks Complex MPA (i.e. “maintain in favourable condition”) for the following reasons:
  • The cumulative impact to benthic invertebrates is predicted to not affect the offshore subtidal sands and gravels feature during the operation and maintenance phase, such that the extent and distribution of the protected feature will remain stable; and
  • The structures and functions, quality, and the composition of characteristic communities will remain in (or recover to) a condition which is healthy and not deteriorating. The key and influential species are not predicted to be affected by the EMF emitted by electrical cables based on current research. These communities will be supported by an undisturbed hydrodynamic regime which will continue to form the fine scale features of the MPA.

Ocean quahog aggregations

  1. The cumulative length of cable within the Firth of Forth Banks Complex MPA is at least 66% higher than in the Proposed Development alone assessment based on the inclusion of Seagreen 1, Seagreen 1A Project and Seagreen 1A Export Cable Corridor. It has been assumed that all of the additional cable will occur within the Scalp and Wee Bankie section of the MPA. As discussed in paragraphs 422 and 425 this is unlikely to change the effect of EMF on benthic invertebrates as current research shows they are unaffected by EMF, although this field is still developing and has yet to evaluate in detail the impact of EMF on Molluscs such as ocean quahog. Therefore refer to paragraphs 433, 434 and 435 for details of the assessment and the sensitivity of ocean quahog aggregations to this impact.
  2. Based on the information presented here, it can be concluded that the cumulative impact on benthic invertebrates from EMF during the Proposed Development operation and maintenance phase will not lead to a significant risk of hindering the achievement of the conservation objectives for the ocean quahog aggregations feature of the Firth of Forth Banks Complex MPA (i.e. “recover to favourable condition”) for the following reasons:
  • Cumulative impacts on benthic invertebrates from EMF is predicted to not affect ocean quahog during the operation and maintenance phase, thus ensuring that the quality and quantity of ocean quahog habitat is maintained. No ocean quahog individuals will experience changes to physical processes as a result of this impact, and this impact will not affect the composition of its population in terms of number, age and sex ratio or its ability to thrive in the future.

Tier 3

Operation and maintenance
  1. The operation of Cambois connection will result in additional electrical cables in the Firth of Forth Banks Complex MPA alongside those which will be installed for the Proposed Development.

 

Table 1.58:
Cumulative Length of Cable Within the Firth of Forth Banks Complex MPA for the Proposed Development and Other Tier 3 Projects Included in the Cumulative Assessment

Table 1.58: Cumulative Length of Cable Within the Firth of Forth Banks Complex MPA for the Proposed Development and Other Tier 3 Projects Included in the Cumulative Assessment

 

  1. Table 1.59   Open ▸ shows the cumulative length of cable within the Firth of Forth Banks Complex MPA which is directly linked to the potential area impacted by EMF. Cambois connection is expected to install 252 km of cables within the Firth of Forth Banks Complex MPA. It has been assumed that all of the cable associated with Cambois connection will occur with the Berwick Bank section of the MPA.

Offshore subtidal sands and gravels and ocean quahog aggregations

  1. The effects of EMF on benthic invertebrates are very similar to the project alone assessment and the cumulative assessment for the Tier 2 projects due to small additional area of the cable being added. The assessment and the sensitivity of the offshore subtidal sands and gravels feature to this impact is therefore as presented in paragraph 525. The assessment and the sensitivity of the ocean quahog aggregations feature to this impact therefore is presented in paragraph 527.
  2. It is concluded that the increase in cable and therefore EMF associated with the Tier 3 projects will not lead to a significant risk of hindering the achievement of the conservation objectives (i.e. “recover to favourable condition”) for the offshore subtidal sands and gravels feature or the ocean quahog aggregations feature of the Firth of Forth Banks Complex MPA for the same reasons presented in paragraphs 526 and 528 respectively.

1.7.3.    Proposed Monitoring

  1. No generic benthic subtidal and intertidal ecology monitoring is considered necessary. This has been concluded because of sufficient confidence in the assessment, with no significant long term effects identified. The Applicant is however committed to engaging with the SNCBs to identify suitable strategic benthic monitoring or research studies that the Project could contribute to, to improve the knowledge base for long term impacts associated with offshore wind farms. Proposed monitoring measures are outlined in Table 1.59   Open ▸ .
Table 1.59:
Monitoring Commitments for Benthic Subtidal and Intertidal Ecology

Table 1.59: Monitoring Commitments for Benthic Subtidal and Intertidal Ecology

 

1.8. Conclusion

1.8.1.    Stage One Assessment Conclusion

  1. Based on the information presented in the preceding sections, it can be concluded that there is no significant risk of the Proposed Development hindering the achievement of the conservation objectives for the Firth of Forth banks Complex MPA, as set out in section 1.7.1 (in accordance with section 83 of the Marine (Scotland) Act 2010 and section 126 of the Marine and Coastal Access Act 2009).
  2. Furthermore, it can be concluded that there is no significant risk of the Proposed Development and the relevant cumulative projects hindering the achievement of the conservation objectives for the Firth of Forth Banks Complex MPA, as set out in section 1.7.2 (in accordance with section 83 of the Marine (Scotland) Act 2010 and section 126 of the Marine and Coastal Access Act 2009).

1.9. Summary

  1. This MPA Assessment has been produced to meet the need for the consideration of MPAs required for consent applications in UK waters. The public authority is required to consider whether the activities which are the subject of the application (e.g. marine licensable activities subject to a marine licence application) are capable of affecting (other than insignificantly) a protected feature in an MPA or any ecological or geomorphological process on which the conservation of any protected feature in a MPA is dependant. This MPA Assessment has been produced to provide MS-LOT with evidence on whether the potential impacts of the Proposed Development will give rise to a significant risk of hindering the conservation objectives of any MPA which may be screened in.
  1. The screening phase of the MPA Assessment identified three potential MPAs for consideration: the Firth of Forth Banks Complex MPA, Turbot Bank MPA, and Southern Trench MPA. Following consultation with NatureScot and MS-LOT, the Turbot Bank MPA and Southern Trench MPA were subsequently screened out. The Firth of Forth Banks Complex MPA was the only MPA taken forward into the main assessment. Impacts that were concluded to have an effect of negligible significance on benthic ecology receptors (including protected features of the MPA) were also screened out and not taken through to the main assessment.
  2. The Firth of Forth Banks Complex MPA is located off the east coast of Scotland and covers a total area of 2,130 km2. The MPA is composed of three distinct sections: Berwick Bank, Scalp and Wee Bankie and Montrose Bank, however the Proposed Development does not overlap with the Montrose Bank part of the MPA, and it was therefore not considered within the assessment. The Firth of Forth Banks Complex MPA is designated for four features, two of which are in favourable condition (shelf banks and mounds and moraines representative of the Wee Bankie key geodiversity area) and two which are in unfavourable condition (offshore subtidal sands and gravels and ocean quahog aggregations).
  3. A number of potentially relevant impacts on the protected features of the Firth of Forth Banks Complex Banks MPA associated with the construction, operation and maintenance, and decommissioning phases of the Proposed Development, were identified and assessed in the main assessment against the conservation objectives for each feature. These included increased suspended sediment concentrations and associated deposition, temporary habitat disturbance, long term habitat loss, introduction and spread of invasive non-native species, colonisation of new habitat, and alteration of seabed habitat arising from the effects of physical processes. The values for temporary habitat disturbance, long term habitat and habitat creation for the Proposed development alone are summarised in Table 1.60   Open ▸ . Due to the limited extent of the effects on these large scale protected features and the localised, short term and reversible nature of the effects, together with the proposed designed in measures in place, none of the assessed impacts were predicted to lead to a significant risk of hindering the achievement of the conservation objectives (i.e. “maintain or recover to favourable condition”) for any protected features of the Firth of Forth Banks Complex MPA.
  4. Within the cumulative effects assessment, none of the impacts were considered capable of resulting in a significant risk of hindering the achievement of the conservation objectives (i.e. “maintain or recover to favourable condition”) for any features of the Firth of Forth Banks Complex MPA.
  1. The results of this assessment demonstrate that the Proposed Development will have minimal impact on the protected features of the Firth of Forth Banks Complex MPA. Additionally, the large scale of the protected features of the Firth of Forth Banks Complex MPA means that, the current planned efforts to minimise the impact on affected areas would be sufficient to uphold the conservation objectives of these protected features. As a result, Measures of Equivalent Environmental Benefit (MEEB) are not necessary.

 

Table 1.60:
Summary Table of Benthic Impacts from the Proposed Development on the Firth of Forth Banks Complex MPA.

Table 1.60:  Summary Table of Benthic Impacts from the Proposed Development on the Firth of Forth Banks Complex MPA.


1.10. References

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Annex A – Determining the Maximum Design Scenario for wIND Turbine and OSP/Offshore Convertor Station Platform Foundation Long Term Habitat Loss

  1. Table 2.0.1   Open ▸ to Table 2.0.4   Open ▸ show the different wind turbine and OSP/Offshore convertor station platform foundations which were considered for the Proposed Development for each foundation type. The amber coloured cells indicate the worst-case scenario for a specific foundation type and red coloured cells indicate the worst-case scenario overall (this is the scenario which has been used in this assessment).

 

Table 2.0.1:
Maximum Design Scenario for Wind Turbine Piled Jacket Foundations

Table 2.0.1: Maximum Design Scenario for Wind Turbine Piled Jacket Foundations

 

Table 2.0.2:
Maximum Design Scenario for Wind Turbine Suction Caisson Jacket Foundations

Table 2.0.2: Maximum Design Scenario for Wind Turbine Suction Caisson Jacket Foundations

1This value does not exactly match the result for the calculation ((1,257+10,984)*179) due to rounding which has occurred when the footprints were calculated.

Table 2.0.3:
Maximum Design Scenario for OSP/Offshore Convertor Station Platform Piled Jacket Foundations

Table 2.0.3: Maximum Design Scenario for OSP/Offshore Convertor Station Platform Piled Jacket Foundations

 

Table 2.0.4:
Maximum Design Scenario for OSP/Offshore Convertor Station Platform Suction Caisson Jacket Foundations

Table 2.0.4: Maximum Design Scenario for OSP/Offshore Convertor Station Platform Suction Caisson Jacket Foundations

 

Annex B – Full MPA Impact Calculations

Table 3.0.1:
Full Calculations for Temporary Habitat Disturbance, Long Term Habitat Loss, Habitat Creation and Permanent Habitat Alteration in all Relevant Phases

Table 3.0.1: Full Calculations for Temporary Habitat Disturbance, Long Term Habitat Loss, Habitat Creation and Permanent Habitat Alteration in all Relevant Phases

1For the purposes of replicating the calculations in this table, 31.33% is calculated as 316.5 km2/1010.2 km2 (i.e. overlap between Proposed Development array area / total Proposed Development array area).

2 For the purposes of replicating the calculations in this table, 13.08% is calculated as 114.08 km/872 km (i.e. proportion of total length of offshore export cables that could occur within the part of the Proposed Development export cable corridor that overlaps with the MPA).

 

[1] These national sites have different names in the devolved nations of the UK. In Scotland they are MPAs and in England, Wales and Northern Ireland similar protected areas in the marine environment are referred to as Marine Conservation Zones (MCZs).

 

[3] Consent is not sought in this Application for SPEN Grid Substation and overhead connections.

[4] The maximum design envelope defines the maximum range of design parameters. For the EIA, the Applicant has discerned the maximum impacts that could occur within the range of the design parameters for given receptor groups - referred to as the “maximum design scenario”

 

[5] based upon 179 x 4 legged jacket foundations required for the largest proposed wind turbines 

[6] based upon 179 x 4 legged jacket foundations required for the largest proposed wind turbines 

[7] Maximum anchor footprint for the wind farm is calculated using the anchor footprint times the number of anchor drops likely to be required across the while wind farm.

[8] Note: up to two pins may be required for the larger wind turbine specifications (e.g. 24 MW). In the event these wind turbines are selected, fewer would be required. Accordingly, this calculation accounts for up to 179 larger specification wind turbines (requiring a maximum of two pins per leg).

[9] Calculated as 30.81% of the 24.70 km2 total (see paragraph 188.

 

[10] Calculated as 69.19% of the 24.70 km2 total (see paragraph 188).