decommissioning programme for london array

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Matt Britton Marion Broomes Richard Rigg Originator Checker Approver Doc No: LAL-CEM-000253 Status: Approved Revision: 3 Date: 24/10/2013 Decommissioning Programme for London Array Marine Licence L/2011/00152/26 LONDON ARRAY LIMITED

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Page 1: Decommissioning Programme for London Array

Matt Britton Marion Broomes Richard Rigg

Originator Checker Approver

Doc No: LAL-CEM-000253 Status: Approved Revision: 3 Date: 24/10/2013

Decommissioning Programme for London Array

Marine Licence L/2011/00152/26

LONDON ARRAY LIMITED

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Table of Contents

Abbreviations ............................................................................................................ 4

1. Foreword .......................................................................................................... 5 2. Introduction ...................................................................................................... 5 3. Executive Summary ........................................................................................ 6 4. Background Information ................................................................................. 7

4.1 Project Description ................................................................................................... 7 4.2 Project Programme .................................................................................................. 7 4.3 Refined Design: Conditions and Mitigation Measures .............................................. 8 4.4 Detailed Engineering and Build ................................................................................ 9 4.4.1 Wind Turbines ....................................................................................................................... 10 4.4.2 Turbine Foundations & Transition Pieces ............................................................................. 11 4.4.3 Inter-Array Cables ................................................................................................................. 11 4.4.4 Meteorological Mast .............................................................................................................. 12 4.4.5 Scour protection .................................................................................................................... 12 4.5 Offshore construction and installation .................................................................... 13 4.6 Operations & Maintenance (O&M) ......................................................................... 14 4.7 Health, Safety, Security and Environment (HSSE) ................................................. 14

5. Detail of Proposed Decommissioning Measures ........................................ 16 5.1 Guiding Principles .................................................................................................. 16 5.2 Proposed Decommissioning .................................................................................. 16 5.3 Offshore Wind Turbines ......................................................................................... 18 5.4 Foundations & Transition Pieces ........................................................................... 19 5.5 Anemometry Mast.................................................................................................. 21 5.6 Cables ................................................................................................................... 22 5.7 Scour Protection .................................................................................................... 23 5.8 Waste Management ............................................................................................... 24 5.9 Navigation, Lighting and Marking ........................................................................... 25

6. Environmental Impact Assessment ............................................................. 25 7. Consultations with Interested Parties ......................................................... 26

8. Schedule and the Review Process ............................................................... 27 9. Sea-Bed Clearance ........................................................................................ 27

10. Restoration of the Site .................................................................................. 28 11. Post-Decommissioning Monitoring, Maintenance and Management ....... 28

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Abbreviations

Abbreviation Definition

CDM Construction (Design and Management) Regulations 2007

DECC Department of Environment and Climate Change

EIA Environmental Impact Assessment

ES Environmental Statement

GIS Gas Insulated Switchgear

HDD Horizontal Directional Drilling

HSSE Health, Safety, Security and Environment

IMO International Maritime Organisation

JOA Joint Operating Agreement

LAL London Array Limited

MCA Maritime and Coastguard Agency

MMO Marine Management Organisation

MSL Mean Sea Level

MW Mega Watt

O&M Operations and Maintenance

OFTO Offshore Transmission Owner

OSPAR Administrator of the Oslo and Paris Conventions for the pro-tection of the marine environment of the North-East Atlantic

PLA Port of London Authority

RSPB Royal Society for the Protection of Birds

THLS Trinity House Light Service

UNCLOS The United Nations Convention on the Law of the Sea

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London Array Limited Decommissioning Programme for London Array

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1. Foreword The London Array project is being developed by consortium partners DONG Energy, E.ON Climate and Renewables and Masdar.

The Joint Operating Agreement (JOA) governs the activities of the London Array Project in-cluding those undertaken directly by the Participants themselves as directed by the London Array Executive Committee and those undertaken by the Operator. The highest authority in relation to the London Array Project is the Executive Committee. The highest authority in relation to the Operator is the London Array Limited Board of Directors.

London Array Limited is appointed and undertakes to act as the Operator and as agent of the Participants subject to and in accordance with the JOA.

Dong Energy is one of the leading energy companies in Northern Europe and is the leading offshore wind developer. E.ON is one of the world’s leading power and gas companies. E.ON Climate & Renewables is responsible for E.ON Group’s global renewables and climate pro-tection activities. The Masdar Initiative is Abu Dhabi’s multi-faceted, multi- billion dollar in-vestment in the development and commercialization of innovative technologies in renewable, alternative and sustainable energies as well as sustainable design. For more information please visit (www.eon.com; www.dongenergy.com; www.masdaruae.com).

2. Introduction In December 2006 London Array were granted planning permission for the offshore compo-nents of the London Array offshore wind farm. The wind farm is to be constructed more than 20km (12 miles) off the Kent and Essex coastlines, in the outer Thames Estuary. In order to connect the electricity generated by the wind farm to the national grid an onshore substation and associated cabling will be constructed at Cleve Hill in Graveney. Planning permission for these works was granted in August 2007.

London Array is consented to have a generation capacity of up to 1000 MW (1GW). In ac-cordance with the relevant permissions the project is to be constructed in two phases. Phase 1 will be constructed in the southern part of the site and will include installation of 175 tur-bines, 2 offshore substations, associated array cabling, 4 offshore transmission cables and 1 onshore electricity substation.

The second phase of construction is subject to a review of the effects of Phase 1 on the in-tegrity of the proposed Special Protection Area.

This document presents the decommissioning programme for the offshore elements of Phase I of London Array and is being submitted for approval in accordance with the require-ments under Section 105 of the Energy Act 2004. This Decommissioning Programme will be updated to include the relevant details associated with the decommissioning of Phase II prior to its construction.

As stipulated in the notice issued by the Secretary of State under Section 105(2) of the En-ergy Act 2004 this Decommissioning Programme is applicable to all offshore components associated with the wind farm including the wind turbines, the offshore sub-stations, the foundations, the export and array cables (including those between the installation and the mean low water mark), the meteorological mast, and the scour protection. This programme is informed and supported by the Environmental Impact Assessment (EIA) that was conducted to support the planning applications made by London Array in June 2005. The programme assumes that full decommissioning will commence after the design life of the wind turbines (20 years), however it is likely that structures will be assessed to extend operating life if commercially viable. It should be noted that the electrical infrastructure has a 40 year design

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life and there is the possibility that the wind farm will be ‘re-powered’ with new wind turbines to take advantage of that. This Decommissioning Programme, with respect to Phase I and Phase II of London Array, will be reviewed in the years preceding decommissioning to reflect the relevant proposal and the best practises established at that time.

Responsibility for the ownership and decommissioning of the two offshore substations and export cables will be transferred to up to two Offshore Transmission Owners (OFTO), when appointments have been made. The decommissioning of these assets will be covered by Decommissioning Programmes submitted by the respective OFTOs when appointments have been made. With any decommissioning activities coordinated between the OFTOs and LAL.

A cost estimate for the decommissioning activity has been predicted. In addition the project partners are fully aware of their obligations to provide appropriate financial security to ensure that liabilities can be met. An explanation of the cost estimates and financial arrangements proposed is given in Appendix A.

3. Executive Summary In accordance with Section 105 of The Energy Act 2004, London Array Limited is required to prepare a Decommissioning Programme for the London Array offshore wind farm. This document constitutes the first revision of the Decommissioning Programme following con-struction of the project and on transfer of Transmission Assets to the OFTO

The programme is informed and supported by the Environmental Impact Assessment (EIA) carried out for the London Array Project. The resulting Environmental Statement was submit-ted as part of the Project’s application for consent in June 2005. The Environmental State-ment provides detailed analysis of the baseline physical, biological and human environment. The assessment of the impact of the project on receptors and stakeholders takes into ac-count decommissioning provisions that are consistent with those presented in this document.

In considering appropriate decommissioning provisions, LAL have sought to adhere to the following key principles:

No harm to people

Consideration of the rights and needs of legitimate users of the sea

Minimise environmental impact

Promote sustainable development

Adhere to the Polluter Pays Principle

Maximise the reuse of materials

Commercial viability

Practical integrity

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4. Background Information

4.1 Project Description

The London Array project is an offshore wind farm located in the Outer Thames Estuary, in one of the three strategic areas the Government identified for the 2nd Round of offshore wind farm development. LAL has been awarded an option for a 50-year lease for the site and ca-ble route to shore from The Crown Estate.

The London Array project will be situated midway between the Kent and Essex coastlines, more than 20km (12 miles) from each shore. It will consist of up to 341 wind turbines, in-stalled on the Long Sand and Kentish Knock banks and in the Knock Deep channel that lies between. It will occupy an area of up to 245km2 in water depths ranging from 0 to 25 m.

Phase one of the wind farm is expected to generate enough electricity per annum to supply 480,000 homes.

Figure 2: London Array Development

4.2 Project Programme

The detailed delivery programme associated with the project was determined in discussions with the contractors appointed to construct the wind farm. The bullet points overleaf provide an overview of the the high level schedule.

June 2009 – Onshore Construction Starts

Spring 2010 – Offshore pre-construction monitoring works begin

Spring 2011 – Start of offshore foundations installation

Summer 2011 – Start of cable installation

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Winter 2011 - Start of turbine installation

2013 – Full operation

Phase 1 of the project is presented in Figure 3.

Figure 3: London Array Phase 1 (175 turbines)

4.3 Refined Design: Conditions and Mitigation Measures

The planning applications associated with the development were supported by an Environ-mental Statement (ES) which presented the basis for the design of the wind farm. The ES also presented the relevant environmental impacts associated with the design, construction, operation and eventual decommissioning of the wind farm and identified appropriate mitiga-tion measures to be adopted by London Array.

The key permissions to enable delivery of the project have now been received. These are –

Section 36 Electricity Act 1989 (Construction and Operation of a Generating Station)

Section 34 Coast Protection Act 1949 (Export Power Cables: granted on 18 Decem-ber 2006

Section 5 Food and Environmental Protection Act 1985 (Deposits in the Sea in con-nection with Marine Construction Works)

Section 37 Electricity Act 1989 (Onshore Overhead Electric Lines)

Section 57 and 91 of the Town and Country Planning Act 1990 (Onshore Works and Offshore Works within the jurisdiction of the Planning Authority)

Works Licensing under the Port of London Act 1968 and Medway Ports Act 1973 (Export Power Cables)

Since being awarded the relevant permission the design basis for the project has been re-fined in accordance with the licenses and with the technical design details provided by Lon-don Array’s contractors.

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There are three principal elements to the process:

Refinements to project design to mitigate against impacts

Mitigation measures for project construction and operation

Ongoing monitoring programmes to improve understanding of potential and experi-enced impacts, to achieve agreement on further mitigation measures and to enable decisions to be taken on Phase 2.

The London Array development area as permitted incorporates a buffer zone in the south west of the site achieved in consultation with the Port of London Authority (PLA) and Mari-time and Coastguard Agency (MCA) by the removal of turbines adjacent to the Fisherman’s Gat Precautionary Area. Provision has also been made for a buffer zone adjacent to the ac-tive aggregation extraction area adjacent to the northern boundary of the site. The London Array project will be developed in a phased manner with Phase 1 comprising up to 175 tur-bines. The northern boundary of the area for Phase 1 was determined through consideration of the potential impacts on wintering red-throated divers by agreement with Natural England (NE) and the RSPB. A satisfactory outcome to further monitoring of the divers on completion of Phase 1 will be a precursor to the development of Phase 2. A navigational marking and warning light specification has been agreed with Trinity House Light Services (THLS) as shown in Figure 3 (repeated below).

Figure 3: London Array Phase 1

The majority of mitigation measures and the mechanisms for establishing monitoring pro-grammes have now been agreed in consultation with statutory bodies and have been incor-porated as conditions into respective consents, licences and permits. The full list of detailed conditions is within each consent or permit.

4.4 Detailed Engineering and Build

The principal elements of the equipment supply and contracting are described in this section. Please note that this Decommissioning Plan is specific to the offshore elements of the Lon-don Array wind farm.

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4.4.1 Wind Turbines

London Array will install 175 Siemens 3.6MW wind turbines during Phase one of the project

Consistent with the conditions of consent for the works, the following decommissioning provi-sions assume a maximum tip height of 175m above Mean Sea Level (MSL), with a maximum 100m hub height and a maximum rotor diameter of 150m. The towers will be tapered tubular steel towers.

There will be three blades attached to a nacelle housing the generator, gearbox and other operating equipment. The unit transformer will be located in the tower base (above the high tide level).

The hub components of the offshore wind turbines will be made up of:

Hub casting: nodular cast iron

Blades: three blades made from glass fibre, each;

o Length L 59.0m o Width B 10.3m o Height H 11.5m o Weight W 22.5 tonnes each, compliment of three 67.5 tonnes

The Nacelle and hub will have dimensions in the order of:

Nacelle with hub, without helihoist platform: 20.1 m (l) x 4.2 m (w) x 5.5 m (h) Weight: 187 tonnes.

Nacelle with hub, with helihoist platform: 20.5 m (l) x 4.2 m (w) x 7.0 m (h) Weight: 188 tonnes.

Components will include:

Gear box: 69 tonnes

Generator: 12 tonnes

Main Shaft and bearings: 26 tonnes

Weight of Nacelle and hub, including helihoist and blades will be approximately 188/225 tonnes.

Key components of the tower section will include:

Transformer/power inverter: 7 tonnes

Ladders

Lift

Power cable

Control equipment

Bolts

Tower sections

Of these components the tower sections themselves will make up the bulk of the 160-170 tonne complete weight.

The location of each turbine is fixed subject to a micro-siting tolerance.

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4.4.2 Turbine Foundations & Transition Pieces

A monopile solution has been selected for the turbine foundations for the London Array pro-ject.

The monopile solution comprises driving a hollow steel pile into the seabed sub-strata, rely-ing on the frictional properties of the seabed sediments for support.

These structures will extend up to 65m in length (around 30 m embedded), 5.0m - 6.0m in diameter and 700 tonnes in weight.

Foundations will require ancillary equipment including:

Cable entry and protection features: The cables are to be installed in a “J-tube” arrange-ment, a steel tube of approximately 300mm diameter located on the outside of the mono-pile. Each structure will have two J-tubes. At the end of each J-tube, cable entry will be facilitated by a bell-mouth shaped opening.

Corrosion protection: a combination of a protective paint coating and installation of sacri-ficial anodes on the subsea structure. The anodes are standard products for offshore structures and are welded onto the steel structures. The anodes typically consist of zinc and aluminium, and are connected to the structure via doubler plates to ensure the integ-rity of the primary structure is maintained in the unlikely failure of an anode connection. Cadmium will not be used.

Transition pieces making the connection between the foundation and the tower will weigh up to 500 tonnes and will include the following components:

Boat fenders

Access ladders

Switchgear (gas filled breakers)

Control equipment

Cables

Access deck

Handrail sections

Grating

Marine access door

An access platform comprising one access ladder (with integral personnel safety protection) will enable access to the wind turbine at any state of the tide. The access ladder and platform will be constructed from steel and concrete. The structures will have provisions for personnel safety. The total weight of these arrangements is typically 20 tonnes per installation.

4.4.3 Inter-Array Cables

The inter-array cables will be relatively short in length (typically 650 to 1200m) and will inter-connect the wind turbines within the arrays to each other and to the offshore sub-station plat-forms. The cables are expected to be standard 3-core, copper conductor, XLPE (or equiva-lent) insulated and armoured submarine cable, rated at 33kV. The cables have an external diameter of approximately 180mm.

All cables are to be buried in the seabed to a nominal depth of 1–1.5m.

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The estimated total cable length, for both export and inter-array cables is approximately 370 km. Note that cables are not oil/fluid filled.

4.4.4 Meteorological Mast

A meteorological mast was installed in December 2004 to verify wind speed assumptions and to measure environmental parameters (see Figure 4). Consent has been given to install a further three masts if required.

Figure 4: Drawing of the meteorological mast installed in 2004.

The anemometry mast consists of the following parts:

Monopile foundation

Platform including boat landing

Met mast including instrumentation (above and possibly below water)

Control cabinet, solar panels and batteries

Aerial and marine navigational lights and markings

The foundations for the existing anemometry mast consist of a steel monopile with a diame-ter of 1.6m and a length of approximately 45m, of which 20m is driven into the seabed. The monopile is made of approximately 60 tonnes of steel. There is no scour protection associ-ated with the mast.

4.4.5 Scour protection

Scour is the term used for the localised removal of sediment from the area around the base of support structures located in moving water. When a structure is placed in a current, the flow is accelerated around the structure. If the bed is erodable (and the shear stresses are of

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sufficient magnitude), a scour hole forms around the structure. This phenomenon is known as local or structure-induced sediment scour.

At the London Array site, some scouring of the upper softer clay and/or sand and gravel ma-terial may occur around the foundations and scour protection measures around the struc-tures, such as rock dumping or fronded mattresses, may be needed to protect the cable en-try area.

4.5 Offshore construction and installation

The foundations will be prefabricated onshore, from where they will be loaded onto transport barges or floated directly to the site. Installation is likely to be carried out from a jack-up or floating vessel (Figure 5).

Figure 5: Installation of monopiles

After installation of the foundations, the bottom tower section is installed first followed by the top tower section. The nacelle is then lifted onto the top tower section and finally the rotor and blade assembly is fixed to the hub at the front of the nacelle.

The turbine components will be transported to site either on the jack-up vessel, which has loaded a number of foundations at the construction port or by barge transport to the jack-up at site.

The turbine components will be installed using an installation crane of suitable size located on a specialist jack-up vessel.

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Figure 6: Wind Turbine installation

The presence of obstacles on the seabed will alter local flows around the structures that may lead to scouring of the seabed..

The array cables were installed using a combination of three methods; ploughing, trenching. or jetting subject to local conditions.

4.6 Operations & Maintenance (O&M)

The London Array wind farm will be treated as a long-term asset with operational procedures and expenditure plans consistent with those of a power station. LAL acting as Operator for Phase 1 of the project will establish a self contained operational facility at the Port of Rams-gate for the control and management of operation and maintenance activities. This will in-clude workshop and storage facilities and a pontoon for London Array’s crew vessels. The facility will have the capability to cater for additional manning for non-routine maintenance. A core team of staff will be based permanently at the facility.

4.7 Health, Safety, Security and Environment (HSSE)

In its management of the London Array project, LAL is committed to uphold the highest stan-dards as far as is reasonably practicable for HSSE.

This means that LAL is committed to:

pursue the goal of no harm to people,

protect the environment by maintaining a high standard of environmental care, as-sessing the ongoing environmental impact of its activities as an integral part of deci-sion making,

play a leading role in promoting best practices in the wind power industry through continuous performance appraisal and targeting ongoing improvement,

manage HSSE matters as any other critical business activity and promote a culture in which all persons working on the LAL project including contractors and sub-contractors share this commitment.

The HSSE Policy is that LAL:

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has a systematic approach to HSSE management designed to ensure compliance with the law and to achieve continuous performance improvement

sets targets for improvement; measures, appraises and reports performance

requires its Contractors, vendors and suppliers to manage HSSE in line with this pol-icy

ensures that HSSE is the responsibility of all managers and individuals

requires everyone to stop any work, or prevent work from starting, where adequate controls of HSSE risks are found not to be in place including HSSE performance in the appraisal of all persons working on the project

LAL aims to have an HSSE performance it can be proud of, to earn the confidence of cus-tomers, business partners and society at large, to be a good neighbour and to contribute to sustainable development. In support of this LAL commitment and the HSSE Policy, the Pro-ject Director during the construction phase and the General Manager (Operations) from time to time endorses other strategic HSSE objectives, which are interpreted and clarified as nec-essary prior to adoption and communication to LAL staff.

To implement these policies, an HSSE Management System (HSSEMS) has been put in place to ensure that health, safety, security and environmental matters are properly ad-dressed by the project in a way that complies with legislative requirements and is consistent with the HSE policies, procedures and targets operated by the LAL.

The HSSE Management System (HSSEMS) details the HSSE plan for this project and Man-agement commitment to HSSE. During construction and any subsequesnt major works the London Array project will registered with the Health and Safety Executive under the CDM regulations

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5. Detail of Proposed Decommissioning Measures

5.1 Guiding Principles

In considering the proposed decommissioning programme for the London Array, LAL has sought solutions for each offshore element of the wind farm that adhere to the following prin-ciples:

Guiding principle Comments

No harm to people LAL is committed to adhering to the highest standards for health and safety throughout the lifecycle of the London Ar-ray project. LAL seek to promote safe practices and mini-mise risk in the development and implementation of de-commissioning solutions.

Consideration of the rights and needs of legitimate users of the sea

LAL respects the rights and needs of other users of the seabed. Decommissioning activities will seek to minimise the impact on stakeholders and emphasis will be placed on clear, open communication.

Minimise environmental im-pact

The Best Practicable Environmental Option (BPEO), at the time of considering the precise decommissioning proce-dure, will be chosen in order to minimise impact on the en-vironment at an acceptable cost.

Promote sustainable devel-opment

In decommissioning the London Array project, LAL will seek to ensure that, as far as is reasonably practicable, future generations do not suffer from a diminished environment or from a compromised ability to make use of marine re-sources.

Adhere to the Polluter Pays Principle

LAL’s decommissioning and waste management provisions acknowledge our responsibility to incur the costs associated with our impact on the environment.

Maximise the reuse of materi-als

LAL is committed to maximising the reuse of waste materi-als and pays full regard to the ‘waste hierarchy’.

Commercial Viability In order that commercial viability is maintained, the BAT-NEEC (Best Available Technique not Entailing Excessive Cost) decommissioning solutions will be sought.

Practical Integrity Solutions that are necessary to achieve one or more of the above objectives must be practicable.

5.2 Proposed Decommissioning

The overriding aim is to develop construct and operate a project that is safe, durable and cost-efficient throughout its lifetime. Taking a lifecycle approach to the design and develop-ment work ensured that decommissioning considerations are incorporated into decision-making and, where possible, means that the principles identified above have been incorpo-rated into early decision-making.

Taking into account the UK’s commitments under UNCLOS; IMO standards and the work of the OSPAR Commission, LAL’s starting assumption in establishing the decommissioning re-quirements has been complete removal of all offshore components to shore for reuse, recy-cling or incineration with energy recovery or disposal at a licensed site. This assumption has been assessed for all components against the key principles presented above. In some in-

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stances this option has not been considered to be appropriate and alternative options have been considered. These alternatives have also been assessed according to the above prin-ciples and the optimum solution selected.

A further prerequisite for not fully removing a component is consistency with at least one of the circumstances set out on page 25 of Department of Trade and Industry (DTI) (now De-partment of Environment and Climate Change, DECC) guidance (“Decommissioning Off-shore Renewable Energy Installations Under the Energy Act 2004, Guidance Notes for In-dustry, December 2006) as situations where such a solution may be considered. The cir-cumstances set out in the guidance are listed below.

“the installation or structure will serve a new use, whether for renewable energy genera-tion or for another purpose, such as enhancement of a living resource (provided it would not be detrimental to other aims, such as conservation). In these situations, we would normally expect the decommissioning programme to set out the eventual decommission-ing measures envisaged should the installation or structure finally become ‘disused’ and a point reached when extending its life or finding a beneficial reuse is no longer possible;

entire removal would involve extreme cost. It is considered that design decisions should, as far as possible, result in installations which are affordable to remove, but it is recog-nised that some elements, such as deep foundations, may nonetheless be costly to re-move;

entire removal would involve an unacceptable risk to personnel;

entire removal would involve an unacceptable risk to the marine environment;

the installation or structure weighs more than 4000 tonnes in air (excluding any deck and superstructure) or is standing in more than 100 m of water and could be left wholly or par-tially in place without causing unjustifiable interference with other uses of the sea.”

The methods of decommissioning will be affected by site specific factors, by final design choices, and by the equipment and vessels available at the time. The measures described in this section are based on current technology and information, but it should be recognised that the methods are likely to evolve over time.

Periodic review of the Decommissioning Programme and the measures proposed within it will take place throughout the lifetime of the wind farm to accommodate new information. For example, new offshore technologies are continually being evaluated, tested and developed. LAL expects considerable advances over the lifetime of the project with new techniques evolving as experience and knowledge in the sector grows. In particular, it is acknowledged that lessons may be learned through the construction and operation of the project and through industry experience in decommissioning renewable energy and other offshore instal-lations. Sufficient time must be given to researching the different available technologies for each phase of the decommissioning operation.

It may also be necessary to amend these measures in order to comply with revised best practice guidelines and future legislation.

Section 8 sets out a formal timetable for reviewing the decommissioning provisions for the London Array wind farm in order to ensure that the best technology is selected and efficient and safe procedures are followed.

Responsibility for the ownership and decommissioning of the two offshore substations and export cables will be transferred to up to two Offshore Transmission Owners (OFTO), when appointments have been made. The decommissioning of these assets will be covered by Decommissioning Programmes submitted by the respective OFTOs when appointments have been made. With any decommissioning activities coordinated between the OFTOs and LAL.

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5.3 Offshore Wind Turbines

It is intended that all the above components are fully removed from site, before being disas-sembled onshore. This reduces offshore risk, for example in relation to spillage, and facili-tates safe deconstruction onshore. In terms of the key principles, this approach has been as-sessed as follows:

Guiding Principle

Comments

No harm to people Safest option, involving standard procedures and minimal work offshore.

Consideration of the rights and needs of legitimate us-ers of the sea

Complete removal of structure best long-term solution. Appro-priate notification and consultation would precede temporary works/disturbance

Minimise environmental impact

Risk of spillage slight as all pollutants are fully contained inside the nacelle and removed in single lift. All dismantling takes place onshore therefore minimizing the risk of spillage.

Promote sustainable devel-opment

Materials completely removed from site, ensures future gen-erations do not suffer from a diminished environment or from a compromised ability to make use of marine resources.

Adhere to the Polluter Pays Principle

Entirely consistent: owner pays full cost of removal and dis-posal

Maximise the reuse of ma-terials.

All deconstruction to take place onshore, maximum potential for reuse of materials.

Commercial Viability Most commercially viable solution:, minimal works offshore, maximum re-sale/reuse value from materials, minimum resid-ual risk

Practical Integrity Known/tried procedures reduced risk due to minimal offshore works

The decommissioning of the superstructure (i.e. removal of turbine components including blades, nacelle, and tower) is likely to be a reversal of the installation process.

Opportunities to re-use the generating equipment will be maximised. Health and Safety will be of paramount importance during decommissioning. All work will follow the recommenda-tions and requirements of the CDM regulations (or applicable codes and standards at the time the work starts).

The general methodology for carrying this out is as follows:

De-energize and isolate from Grid (may be undertaken in phases)

Mobilise suitable heavy lift vessel(s) to the wind farm location

Remove rotor component parts

Cut turbine interconnecting cables adjacent to the substructures

Remove nacelle including gearbox and generator

Remove turbine tower

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Transport all components to an onshore site at which they will be processed for reuse, recycling or disposal.

Once onshore, the structures and substructures will be reduced to sizes suitable for disposal as follows:

Removal of all hazardous substances and fluids from the turbines (such as oil reservoirs and any hazardous materials and components). All components to be disposed of in ac-cordance with relevant regulations

All steel components sold for scrap to be recycled. This forms the bulk of the structures and substructures

The turbine blades (composite) will be disposed of in accordance with the relevant regu-lations in force at the time of decommissioning. One potential disposal method identified is to break down the fibreglass into a pulp for use as cavity insulation in buildings

5.4 Foundations & Transition Pieces

Design considerations have been made to ensure that the installations are affordable to re-move. However, design codes and standards limit the ability to reduce steel thicknesses and to lighten the structures to ease future removal. The result is that the monopoles and the jacket piles are of a size that means they will not be able to be removed from the seabed once piled to the design penetration depth of approximately 35m – 45m below seabed. Con-sequently it is proposed that the foundations are cut at or below seabed. In the first instance a general target of cutting one metre below seabed is proposed, though it may be necessary to vary the target depth for individual turbines subject to site specific factors such as the spe-cific ground conditions at each turbine location. In contrast, for complete removal it should be noted that in order to overcome vast frictional forces, considerable excavation will be needed – in some instances up to 20m depth must be foreseen. In order to be able to undertake the cutting procedure, the diameter of the excavation hole will increase by at least two metres for every additional metre in depth below seabed. As such, it may be considered too intrusive and damaging to consider cutting below one metre depth. If for whatever reason it is not possible to remove material from less than 1 metre would be considered an exception and notified to DECC and the MMO.

It is proposed that, following the cutting operation, the foundations and transition pieces be removed as a single structure.

The following table compares and contrasts the options of complete removal of foundations with the alternative of cutting below seabed as described above. The same considerations apply to the foundations used for the met mast.

Criterion Complete removal Cutting below seabed

No harm to people High risk to personnel associ-ated with lifting extreme weights. Risk compounded by significant length of time needed to undertake works offshore. Diver operations would be re-quired.

Fewer activities to be under-taken over a shorter time period offshore, minimising risk to per-sonnel. Post decommissioning site monitoring will identify any unlikely exposure with the result that safety risk is insignificant.

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Consideration of the rights and needs of le-gitimate users of the sea

Disadvantages to other users of the marine environment include disruption over a longer time period whilst the works are un-dertaken and remaining scour holes associated with excava-tion.

No risk presented providing cut-ting is to sufficient depth, site is monitored post decommission-ing; any unlikely exposure iden-tified.

Minimise environ-mental impact

Excavation pits over a wide area causing significant impact to marine environment.

Associated dumping of exces-sive volume of waste material also required. Disturbance would take place over long time period. Some artificial reef habi-tat may be lost, but long term risk of decay and pollution will be eliminated.

Considerably reduced works footprint relative to complete removal. Works would take place over reduced time period and involve less equipment. Seabed recovery time shorter than complete removal sce-nario. Some artificial reef habitat may be lost, but long term risk of decay and pollution will be eliminated.

Promote sustainable development

In the long term complete re-moval affords maximum flexibil-ity over use of seabed, though considerable destruction over the whole site in short-medium term

Some activities may be limited at turbine locations: e.g. extrac-tion (given incidence of London clay on site demand for extrac-tion unlikely). Providing remain-ing structures do not become exposed most future activities will not be affected. Seabed re-covery is highly likely.

Adhere to the Polluter Pays Principle

Consistent in principle, assum-ing a suitable disposal solution can be found for the excavated waste material and that the seabed can be restored.

Consistent as far as is reasona-bly practicable – all remains to be suitably buried.

Maximise the reuse of materials.

Maximum material potentially available for reuse.

Less material available for reuse relative to complete removal.

Commercial Viability

Not commercially viable –

excavation and extreme lifting involves major equipment re-quirements over longer periods of time

Less expensive alternative to complete removal, involving minimal excavation.

Practical Integrity

Not a practical solution:

Extreme risk associated with heavy lift, considerable excava-tion needed with associated storage or disposal of large vol-ume of waste.

Standard procedures and equipment.

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This analysis shows that cutting below seabed is preferable to complete removal on the grounds of safety, practical integrity and commercial viability.

LAL consider that there is consistency between this proposal and the relevant circumstances set out in DECC guidance:

Entire removal would involve extreme cost.

Entire removal would involve an unacceptable risk to personnel.

It is also noted that this approach is standard practice within the oil and gas industry for simi-lar structures.

Although LAL is committed to cutting foundations below seabed, contingency plans will be put in place to ensure appropriate actions are carried out in the case that remaining struc-ture(s) become exposed. Please see Section 10 for details.

On current knowledge, abrasive diamond wire cutting is likely to be the preferred method for cutting all the foundation structures at or below seabed.

The use of divers for any of the removal works will be minimised and if possible eliminated completely.

The general methodology for decommissioning of the wind turbine monopiles is likely to be as follows:

Operate cutting procedure at or below seabed

Remove transition piece and upper part of monopile as a single object using suitable lift-ing vessel

Transport to onshore location for offloading/disposal

Remove internal equipment, disassemble onshore

5.5 Anemometry Mast

It is proposed that all anemometry equipment and supporting towers are completely removed and deconstructed onshore.

The monopile foundation will be removed in accordance with the provisions made in Section 5.4. It is estimated that approximately 19m would remain below the seabed. ANEMOMETRY

No harm to people Safest option, involving standard procedures and minimal work offshore.

Consideration of the rights and needs of le-gitimate users of the sea

Complete removal of structure best long-term solution. Appropriate notification and consul-tation would precede temporary works/disturbance

Minimise environmental impact

Risk of spillage slight as all pollutants are fully contained and removed in single lift. All dismantling takes place onshore

Promote sustainable development

Materials completely removed from site, en-sures future generations do not suffer from a diminished environment or from a compro-mised ability to make use of marine re-sources.

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Adhere to the Polluter Pays Principle Entirely consistent: owner pays full cost of removal and disposal

Maximise the reuse of materials. All deconstruction to take place onshore, maximum potential for reuse of materials.

Commercial Viability Most commercially viable solution:, minimal works offshore, maximum re-sale/reuse value from materials, minimum residual risk

Practical Integrity Main risk is heavy lift and this can be miti-gated by use of correct procedures and ca-pable vessels and equipment. Most practical method

The Anemometry mast is envisaged to be decommissioned by reversal of the installation procedure, with the mast being removed with a relatively small crane barge. The monopile will be cut-off below sea-bed level using similar technology to the large foundation mono-piles.

5.6 Cables

At the time of writing LAL intends to follow the current industry standard by leaving the inter-array cables in-situ. As such, life-cycle costs and environmental impact will be considered in the design of the inter-array cables.

It is proposed that turbine interconnecting cables adjacent to the substructures are cut at a point below the surface of the seabed to allow the cable to remain buried. The cut sections would be removed with minimal disruption of the seabed. It is proposed to leave the remain-ing cable in situ as the disruption caused by jetting and or excavating the seabed to remove the cable is regarded as being detrimental.

Whilst it is considered that cables are buried at a safe depth, contingency plans will be put in place to ensure appropriate actions are carried out if the cables do become exposed. Please see Section 10 for details.

.

Criterion Complete removal Leaving in situ

No harm to people

Risk to personnel not excessive

Burial within stable clay seabed does not pose safety risks to marine users

Consideration of the rights and needs legitimate users of the sea

Removal affords maxi-mum flexibility over use of seabed

No risk presented from leaving buried cables in situ. Potential for extraction activities limited (though unlikely in London Clay)

Minimise environmental impact

Given the considerable length of cable and the need for jetting tech-niques, removal would cause considerable damage and disruption to the seabed and estab-lished communities.

Benign - no environmental im-pact associated with long term disintegration of buried cables.

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These impacts could be considered large relative to the environmental gains from removal.

Promote sustainable develop-ment

Though considerable ‘troughs’ would remain on the seabed in the short-medium term, complete removal affords maximum flexibility over use of seabed in the long term.

Some future activities may be limited, eg extraction (unlikely on London clay).

Adhere to the Polluter Pays Principle

Consistent, assuming suitable disposal option is found for surplus cable components

Benign, no pollution risk

Maximise the reuse of materi-als.

Maximum material, e.g. copper, potentially avail-able for reuse

No reuse possible if left in situ

Commercial Viability

Expensive operation, off-set to an extent by cop-per re-sale value

Limited cost involved with re-burial of cable ‘ends’

Practical Integrity

Possible to undertake. Likely to cause damage to marine environment.

N/A

In light of the proposal to leave cables buried under the seabed, the cable will be cut at a suitable point as close to the foundation as possible, with the ends buried to a proposed depth of 1 metre below seabed level. This will minimise the further disruption to the seabed and any established marine life in the area.

In the event of economic justification in the future, complete removal of the cables from the seabed would be considered subject to an environmental assessment.

5.7 Scour Protection

It is proposed that scour material is left in situ following decommissioning.

Complete removal Leave in situ

No harm to people Removal is a labour intensive activity, involving divers and pos-ing an unacceptable risk to per-sonnel

Reduced risk for contractors. Marginal, increase in risk to ma-rine users: some additional rock over small areas at specific loca-tions

Consideration of the rights and needs le-gitimate users of the sea

Removal affords maximum flexi-bility over use of seabed

May limit uses of seabed. May generate positive habitat bene-fits.

Minimise environ- Removal will cause considerable damage and disruption to the

Habitat for established communi-ties retained, no short or long

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mental impact

seabed and established commu-nities. Associated equipment and vessels will generate disturbance and additional noise over wide area. These impacts could be considered large relative to the environmental gains from re-moval. Materials gathered would need to be dumped elsewhere.

term detrimental effects on ma-rine environment anticipated.

Promote sustainable development

Consistent in principle, assuming suitable disposal solution found

Prevents some future activities on the seabed. Total area of

sterilisation is small

Adhere to the Polluter Pays Principle

Consistent in principle Inferior option to complete re-moval in this regard

Maximise the reuse of materials.

Opportunities for reuse of mate-rials gathered are limited. Mate-rials would need to be disposed of elsewhere.

N/A

Commercial Viability Expensive, labour intensive, high volume operation

Costs limited to ongoing monitor-ing

Practical Integrity High reliance on manual work, labour intensive. Possible but not practical

N/A

In relation to the circumstances set out in the DECC guidance where non-removal may be considered acceptable, it is considered that in this instance “the installation or structure will serve a new use … through the enhancement of a living resource”. It is also considered that entire removal would involve an unacceptable risk to personnel.

5.8 Waste Management

LAL is committed to maximising the reuse of waste materials and pays full regard to the ‘waste hierarchy’ which suggests that reuse should be considered first, followed by recycling, incineration with energy recovery and, lastly, disposal. In any event, waste management will be carried out in accordance with all relevant legislation and it would be intended that any disposal took place on land.

In following the waste hierarchy and subject to evolution of technology, change in regulations and demand for materials over the lifetime of the project, the waste management of the main project components might involve: e Pre-treatment Disposal / Recycle / Reuse

Waste Type Pre-Treatment Likely Disposal Route (Dis-posal/Reuse/Recycle)

Wind turbine foundations Establish available design life at end of 25 years.

Reuse by repowering with new/superior wind turbines or other renewable generation technology.

Steel from wind turbine foun-dations, tower and nacelle

Break down into transport-able size

Recycle

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removed to shore

Copper from power cables

Strip cable from power ca-bles

Recycle

Composite material from the blades

Break down into transport-able size

Recycle

Used lubricants from wind turbine

Filter Recycle

Non-recyclable materials and fluids

Landfill

As a part of the review process, all appropriate regulations and guidelines will be reviewed.

A waste management plan will be drawn up well in advance of the commencement of de-commissioning to ensure that adequate time remains for the proper provisions to be made.

5.9 Navigation, Lighting and Marking

As part of the original construction it has been agreed that London Array will install an addi-tional navigation system to ameliorate the impacts of the wind farm on the Port of London Authority’s (PLA) Vessel Traffic System. As part of the detailed planning for decommission-ing, LAL will liaise with the PLA to ensure that there is a suitable plan for decommissioning of this system. The objective being that the safety of the vessels navigating this sector of the Thames is not compromised as a result of decommissioning

In accordance with the London Array consent under Section 36 of the Electricity Act 1989, LAL is committed to exhibiting the appropriate marks and lights during the decommissioning of any aspect of the wind farm.

In relation to aviation safety, the shape, colour and character of the lighting will be compliant with the Air Navigation Order 2005 (or as otherwise directed by the Civil Aviation Authority).

In relation to navigational safety, lights and markings will be agreed with THLS, in consulta-tion with the Maritime and Coastguard Agency and the PLA. In particular, THLS will be con-sulted prior to decommissioning to specify any obstruction marking that may be required dur-ing the removal operations. In the event that any obstruction is left on site that may be con-sidered to present a hazard to maritime activities London Array will mark it in accordance with a specification by Trinity House. To note this is an obligation under Article 60 of UN-CLOS and defined in Sections 105 to 114 of the Energy Act 2004 and associated guidance.

6. Environmental Impact Assessment Consistent with the commitment to undertake reviews of the decommissioning provisions contained within this document, it is proposed that the existing EIA is updated with the rele-vant information associated with the required monitoring works and reviewed throughout the lifetime of the project. A final review will be undertaken towards the end of the life of the in-stallation when the final details of the decommissioning measures are known. At this point a decision will be made as to whether a more detailed assessment is required. Key criteria that will inform this decision include:

Identification and assessment of potential impacts on the environment, including expo-sure of biota to contaminants associated with the installation, other biological impacts arising from physical effects, conflicts with the conservation of species, with the protection of their habitats, or with mariculture have been identified

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Surveys in and around the wind farm that could inform this process could include:

Benthic: side scan sonar, imaging

Ornithological: a single year programme to identify key species and assess whether there are particularly sensitive times of year

Marine Mammals: should decommissioning activity give rise to high noise levels, it may be appropriate to survey marine mammal activity and apply for necessary licences that may be in place at that time.

Review of Nature Designations

Identification and assessment of potential impacts relating to interference with other le-gitimate uses of the sea. It is possible that the nature and/or intensity of human activities taking place on/around the London Array site such as commercial fishing may have changed over the lifetime of the project. A review will be undertaken to identify those ac-tivities with potential to be affected by decommissioning.

Identification and assessment of potential impacts on amenities, the activities of commu-nities and on future uses of the environment

Identification and assessment of potential impacts on historic environment interests

If required, the final EIA will fill any ‘gaps’ in relation to the above. It will also describe the measures envisaged to avoid, reduce and, if possible, remedy any significant adverse ef-fects indicated.

The use of explosives is not proposed, however should explosives be necessary during the course of decommissioning, the potential impact of these on marine life, particularly marine mammals, would be assessed. The use of explosives would require rigorous justification and a mitigation strategy would be proposed. All appropriate guidelines and regulations such as those currently available from JNCC would be followed.

7. Consultations with Interested Parties LAL regard effective and open communication and consultation as essential elements to the successful development of the London Array project. These principles were adopted during the development of the project and will be applied during the life of the offshore wind farm including the decommissioning phase of the project.

LAL is seeking the advice and opinions of the following parties, in drafting and reviewing the decommissioning programme for the project, in accordance with Section 105 of the Energy Act 2004:

National Federation of Fishermen's Organisations

Kent and Essex Fisheries Committee

British Chamber of Shipping

Royal Yachting Association

Environment Agency

English Heritage (London Region)

Maritime and Coastguard Agency

Trinity House Light Services

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Port of London Authority

British Marine Aggregates Producers Association

Natural England

In order that the impact on legitimate marine users and stakeholders is minimised, early and comprehensive consultation prior to decommissioning is required. This strategy will be final-ised and undertaken as part of the final review process undertaken prior to decommissioning.

At the time of decommissioning, and in accordance with Clause 5 of the London Array con-sent under Section 36 of the Electricity Act 1989, LAL will issue timely and efficient Notices to Mariners and other navigational warnings of the position and nature of the decommissioning activities that will be taking place. Efforts will be made to ensure that this information reaches mariners in the shipping and fishing industry as well as recreational mariners. The UK Hy-drographic Office will be notified as appropriate on the progress and completion of the works.

8. Schedule and the Review Process It is proposed that decommissioning will not commence for at least 20 years following the commencement of operation of the first turbines to be installed, coinciding with the end of the design life of the turbines. There remains the possibility that the electrical infrastructure (40 year design life) will be re-utilised and the wind farm ‘re-powered’ with new wind turbines

It is proposed that full decommissioning in accordance with the provisions described above, of London Array Phase I, will take approximately 12 months to undertake. Offshore decom-missioning and onshore dismantling and disposal will run in parallel. A detailed programme of the works will be provided towards the end of the life of the project.

LAL acknowledges that the most important steps in the decommissioning process are the planning ahead and the selection of the best decommissioning options. As has been indi-cated throughout this document, it is intended that the current decommissioning provisions are rigorously reviewed and assessed over the lifetime of the project.

LAL intends to undertake internal reviews of the Decommissioning Programme throughout the life of the project and proposes that a formal review exercise is undertaken with DECC at the following times:

2 years following commencement of generation;

10 years following commencement of generation;

15 years following commencement of generation

It is proposed that a final review is undertaken in year 18. This will be the opportunity to final-ise the detail of the decommissioning provisions. This will include Project Management ar-rangements, the schedule, costs and the verification processes to ensure decommissioning is completed. This is also the opportunity to ensure that the impact of the works has been appropriately assessed and to determine in consultation with DECC and key stakeholders, whether a revised EIA or Appropriate Assessment is necessary. This will also be the final opportunity to consult with the stakeholders identified in Section 7 above about the details of the decommissioning provisions and the schedule of works.

9. Sea-Bed Clearance In accordance with the Polluter Pays Principle, LAL proposes to clear the seabed in accor-dance with the provisions made in this Decommissioning Programme and to collect and pro-vide evidence to reflect this.

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Following decommissioning, surveys will be carried out to show that the site has been cleared. These surveys will enable identification and subsequent recovery of any debris lo-cated on the sea-bed which may have arisen from activities related to the London Array farm and which may pose a risk to navigation, other users of the sea or the marine environment. It is currently intended that side scan sonar will be used to identify debris, with an ROV de-ployed to investigate and recover any potential hazards identified.

The area to be covered will be determined prior to decommissioning but LAL is aware of the guidance for oil and gas installations which specifies a 500m radius around any installation.

Reference will also be made to the “Archaeological No Build Areas” in order that these are not inadvertently cleared in the process of removing any debris. Analysis of the survey data will also ensure that items for removal and disposal relate only to the wind farm. The appro-priate competent authority will be approached regarding the identification of other anomalies that may be of archaeological interest.

It is important that this process of collecting and presenting evidence that the site is cleared is independent. LAL propose that an independent survey company complete the surveys and that they report in parallel to both LAL and DECC.

10. Restoration of the Site LAL is committed to restoring the London Array site, as far as is reasonably practicable, to the condition that it was in prior to construction.

Consistent with the decommissioning provisions detailed above, the key restoration work will relate to:

Ensuring that foundations cut below seabed (turbines, met mast, platforms) are made safe and adequately covered

Ensuring that cable ends are adequately buried

Active restoration relying on intervention with equipment is not proposed as it is considered that such works present unnecessary and unacceptable risk to personnel. Rather, it is con-sidered that allowing the seabed to ‘self-settle’ is sufficient and in proportion to the limited environmental impact of the proposed decommissioning.

11. Post-Decommissioning Monitoring, Maintenance and Man-agement It is important that as part of the decommissioning activities due consideration is given to no-tification, obtaining the appropriate permissions and permits. Part of the management of the decommissioning activities will be to appropriately manage the consents for the wind farm. In particular arrangements for equipment remaining in the sea bed must have appropriate con-sent in particular licencing through the Marine Management Organisation and including a River Works Licence where appropriate.

Given that LAL is not proposing to fully remove all installations, some post decommissioning activities are proposed in order to identify and mitigate any unexpected risks to navigation or other users of the sea which may be posed by the remaining materials (for example, where cables or foundations may have become exposed due to natural sediment dynamics).

The proposed post decommissioning activities are appropriate to:

the scale and nature of the remaining infrastructure

the degree of risk that any remains become exposed

the degree of risk to marine users

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Whilst the London Array site is relatively large, it is considered that the risk of exposure is extremely low, primarily due to the depth at which foundations will be cut and cables buried.

In comparison to the oil and gas industry where the likelihood of debris falling overboard over the life of the installation is relatively high, such risks are low for the London Array project where offshore work associated with operations and maintenance is low and contained within the turbine structure.

On the basis of this low degree of risk, it is proposed that the following monitoring surveys are undertaken for elements left in situ beneath the sea-bed:

Once at the time of completion of decommissioning

Annually for the following two years

Once after 5 years

Optional survey after 10 years (depending upon any risks highlighted by 5 year survey)

At each proposed time, LAL will perform a geophysical survey including a magnetometer survey on the site where equipment was installed. As indicated in section 9 above, LAL pro-pose to use an independent survey company to complete the surveys. The company will be requested to report in parallel to both LAL and Government.

In the event of protrusion or in the event that scour protection materials are left on site follow-ing decommissioning, LAL will ensure that notification is given to the Hydrographic Office so that suitable notation of a potential anchoring hazard can be marked on relevant charts and mariners informed accordingly.