The Drax Power Station Bioenergy with Carbon Capture and Storage Extension Order 2024
- (5) The undertaker must make available to National Highways upon request copies of any survey or inspection reports produced pursuant to any inspection or survey of any specified work following its completion that the undertaker may from time to time carry out.
Defects Period
47
- (1) The undertaker must at its own expense remedy any defects in the strategic road network as are reasonably required by National Highways to be remedied during the defects period. All identified defects must be remedied in accordance with the following timescales—
- (a) in respect of matters of urgency, within 24 hours of receiving notification for the same (urgency to be determined at the absolute discretion of National Highways);
- (b) in respect of matters which National Highways considers to be serious defects or faults within 14 days of receiving notification of the same; and
- (c) in respect of all other defects notified to the undertaker, within 4 weeks of receiving notification of the same.
- (2) Following the expiry of the defects period National Highways has responsibility for routine maintenance of the strategic road network save for any soft landscaping works which must be established and which must thereafter be maintained for a period of 3 years by and at the expense of the undertaker.
Final Certificate
48
- (1) The undertaker must apply to National Highways for the final certificate no sooner than 12 months from the date of the provisional certificate.
- (2) Following receipt of the application for the final certificate, National Highways must as soon as reasonably practicable—
- (a) inspect the strategic road network; and
- (b) provide the undertaker with a written list of any further works required to remedy or make good any defect or damage in the strategic road network or confirmation that no such works are required for this purpose.
- (3) The undertaker must carry out such works notified to it pursuant to sub-paragraph (2).
- (4) When National Highways is satisfied that—
- (a) any defects or damage arising from defects during the defects period and any defects notified to the undertaker pursuant to sub-paragraph (2) and any remedial works required as a result of the stage 4 road safety audit have been made good to the satisfaction of National Highways; and
- (b) the NH costs have been paid to National Highways in full;
National Highways must issue the final certificate after which the bond shall be released in full.
- (5) The undertaker must pay to National Highways within 28 days of demand the costs reasonably incurred by National Highways in identifying the defects and supervising and inspecting the undertaker’s work to remedy the defects that it is required to remedy pursuant to these provisions.
Security
49
- (1) The specified works must not commence until—
- (a) the undertaker procures that the specified works are secured by a bond from a bondsman first approved by National Highways in the agreed form between the undertaker and National Highways to indemnify National Highways against all losses, damages, costs or expenses arising from any breach of any one or more of the obligations of the undertaker in respect of the exercise of the powers under this Order and the specified works under the provisions of this Part of this Schedule provided that the maximum liability of the bond must not exceed the bond sum; and
- (b) the undertaker has provided the cash surety which may be utilised by National Highways in the event of the undertaker failing to meet its obligations to make payments under paragraph 43 or to carry out works the need for which arises from a breach of one or more of the obligations of the undertaker under the provisions of this Part of this Schedule.
Commuted sums
50
- (1) National Highways must provide to the undertaker an estimate of the commuted sum, calculated in accordance with FS Guidance S278 Commuted Lump Sum Calculation Method dated 18 January 2010 or any successor guidance, prior to the commencement of the specified works.
- (2) The undertaker must pay to National Highways the commuted sum prior to the issue of the provisional certificate.
Insurance
51
Prior to the commencement of the specified works the undertaker must effect public liability insurance with an insurer in the minimum sum of £10,000,000 (ten million pounds) in respect of any one claim against any legal liability for damage loss or injury to any property or any person as a direct result of the execution of specified works or use of the strategic road network by the undertaker.
Indemnity
52
The undertaker fully indemnifies National Highways from and against all costs, claims, expenses, damages, losses and liabilities suffered by National Highways arising from the construction, maintenance or use of the specified works or exercise of or failure to exercise any power under this Order within 14 days of demand save for any loss arising out of or in consequence of any negligent act or default of National Highways.
Maintenance of the specified works
53
- (1) The undertaker must, prior to the commencement of any works of maintenance to the specified works, give National Highways 28 days’ notice in writing of the date on which those works will start unless otherwise agreed by National Highways, acting reasonably.
- (2) If, for the purposes of maintaining the specified works, the undertaker needs to occupy any road space, the undertaker must comply with National Highways’ road space booking requirements and no maintenance of the specified works for which a road space booking is required shall commence without a road space booking having first been secured.
- (3) The undertaker must comply with any requirements that National Highways may notify to the undertaker, such requirements to be notified to the undertaker not less than 7 days’ in advance of the planned commencement date of the maintenance works.
- (4) The provisions of paragraph 45 shall apply to the opening of any part of the strategic road network following occupation of any road space under this paragraph.
Land
54
- (1) Following the issue of the final certificate pursuant to paragraph 48(4) National Highways may serve notice on the undertaker that it wishes to take a freehold transfer of land within the extent of strategic road network boundary which is not in the ownership of National Highways but has been acquired by the undertaker for the purposes of carrying out the specified works.
- (2) If the undertaker receives notice under sub-paragraph (1) then the undertaker must effect a freehold transfer of the land which is the subject of the notice and complete such transfer as soon as reasonably practicable at no cost to National Highways.
- (3) The undertaker must not under the powers of this Order—
- (a) acquire or use land forming part of;
- (b) acquire new or existing rights over; or
- (c) seek to impose or extinguish any restrictive covenants over;
any of the strategic road network, or extinguish any existing rights of National Highways in respect of any third party property, except with the consent of National Highways by written request to legalservicesinbox@nationalhighways.co.uk.
- (4) Where any land or interest is proposed to be acquired for the benefit of National Highways, the undertaker must, unless otherwise agreed by National Highways, exercise article 19 (compulsory acquisition of rights) as applied by article 23 (modification of Part 1 of the Compulsory Purchase Act 1965) and article 21 (application of the 1981 Act) of this Order to directly vest in National Highways any such land or interest.
Expert Determination
55
- (1) Article 40 (arbitration) of this Order does not apply to this Part of this Schedule.
- (2) Any difference under this Part of this Schedule may be referred to and settled by a single independent and suitable person who holds appropriate professional qualifications and is a member of a professional body relevant to the matter in dispute acting as an expert, such person to be agreed by the differing parties or, in the absence of agreement, identified by the President of the Institution of Civil Engineers.
- (3) On notification by either party of a dispute, the parties must jointly instruct an expert within 14 days of notification of the dispute.
- (4) All parties involved in settling any difference must use best endeavours to do so within 21 days from the date that an expert is appointed.
- (5) The expert must—
- (a) invite the parties to make submission to the expert in writing and copied to the other party to be received by the expert within 7 days of the expert’s appointment;
- (b) permit a party to comment on the submissions made by the other party within 7 days of receipt of the submission;
- (c) issue a decision within 7 days of receipt of the submissions under sub-paragraph (b); and
- (d) give reasons for the decision.
- (6) Any determination by the expert is final and binding, except in the case of manifest error in which case the difference that has been subject to expert determination may be referred to and settled by arbitration under article 40 (arbitration).
- (7) The fees of the expert are payable by the parties in such proportions as the expert may determine or, in the absence of such determination, equally.
SCHEDULE 13 — DOCUMENTS AND PLANS TO BE CERTIFIED
| (1) Document name | (2) Document reference | (3) Revision number | (4) Date |
|---|---|---|---|
| access and rights of way plans | 2.4 | P04 | April 2023 |
| book of reference | 4.3 | Rev 10 | July 2023 |
| crown land plan | 2.6 | P02 | April 2023 |
| draft lighting strategy | 6.7 | Rev 02 | May 2023 |
| environmental statement | Volume 1 (6.1) Chapters (excluding chapter 18) Volume 1 (6.1) (chapter 18) Volume 2 (6.2) Figures (excluding figures 6.1, 7.1, 7.3, 10.1 and 18.1) Volume 2 (6.2) Figures (figures 6.1, 7.1, 7.3, 10.1) Volume 2 (6.2) Figures (figure 18.1) Volume 3 (6.3) Appendices (excluding appendices 5.1, 5.2, 6.4, 6.5, 7.5, 11.2, 12.1, 12.3, 18.1, 18.2, 18.4 and 18.5) Volume 3 (6.3) Appendices (appendices 7.5, 11.2 and 12.3) Volume 3 (6.3) Appendices (appendices 18.1, 18.4 and 18.5) Volume 3 (6.3) Appendices (appendix 18.2) Volume 3 (6.3) Appendices (appendix 5.1) Volume 3 (6.3) Appendices (appendices 5.2, 6.4 and 12.1) Volume 3 (6.3) Appendices (appendix 6.5) Volume 4 (6.4) Non-Technical Summary | Rev 01 Rev 03 Rev 01 Rev 02 Rev 03 Rev 01 Rev 02 Rev 03 Rev 04 Rev 05 Rev 03 Rev 05 Rev 01 | May 2022 March 2023 May 2022 February 2023 March 2023 May 2022 February 2023 March 2023 March 2023 February 2023 February 2023 July 2023 May 2022 |
| flood risk assessment | 6.3.12.1 (ES Appendix 12.1) | Rev 03 | February 2023 |
| framework construction worker travel plan | 6.3.5.2 (ES Appendix 5.2) | Rev 03 | February 2023 |
| report to inform habitat regulations assessment volume 1 – main text volume 2 – figure 1: European sites within air quality study area volume 2 – figure 2: European sites within 5km volume 2 – figure 3: functionality-linked land volume 3 – appendix 1: European site citations volume 3 – appendix 2: European site conservation objectives volume 3 – appendix 3: screening matrices volume 3 – appendix 4: adverse effect matrices volume 3 – appendix 5: air quality sensitivity of European sites in the Zol volume 3 – appendix 6: Drax nitrate / phosphate nutrient limitation note volume 3 – appendix 7: SAC habitat monitoring volume 3 – appendix 8: Lower Derwent Valley note on habitats and soils | 6.8.1 6.8.2.1 6.8.2.2 6.8.2.3 6.8.3.1 6.8.3.2 6.8.3.3 6.8.3.4 6.8.3.5 6.8.3.6 6.8.3.7 6.8.3.8 | Rev 04 Rev 01 Rev 01 Rev 01 Rev 01 Rev 01 Rev 03 Rev 03 Rev 01 Rev 01 Rev 02 Rev 01 | July 2023 May 2022 May 2022 May 2022 May 2022 May 2022 May 2023 May 2023 May 2022 May 2022 February 2023 March 2023 |
| land plans | 2.2 | P03 | April 2023 |
| outline construction traffic management plan | 6.3.5.1 (ES Appendix 5.1) | Rev 05 | February 2023 |
| outline local employment plan | 8.12 | Rev 01 | March 2023 |
| outline landscape and biodiversity strategy – volume 1 – main text volume 2 – figure 1: landscape and mitigation plan volume 2 – figure 2: off-site habitats provision area volume 2 – figure 3: existing retained vegetation figure 3 – FCA landscape and biodiversity plan figure 4 – OHL landscape and biodiversity plan | 6.6.1 6.6.2.1 6.6.2.2 6.6.2.3 8.5.2.3 8.5.2.4 | Rev 05 Rev 01 Rev 01 Rev 01 Rev 01 Rev 03 | May 2023 May 2022 May 2022 May 2022 December 2022 April 2023 |
| proposed surface water drainage strategy | 6.3.12.3 (ES Appendix 12.3) | Rev 02 | February 2023 |
| register of environmental actions and commitments | 6.5 | Rev 11 | July 2023 |
| works plans | 2.3 | P04 | April 2023 |
SCHEDULE 14 — DESIGN PARAMETERS
PART 1 — DESIGN PARAMETERS ASSOCIATED WITH THE CARBON CAPTURE PLANT FOR UNIT 1
| (1) Component / Building / Area | (2) Work No. | (3) Maximum number | (4) Maximum length (m) | (5) Maximum width (m) | (6) Maximum height (m AGL) | (7) Maximum height (m AOD) |
|---|---|---|---|---|---|---|
| (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. |
| (2) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be doubled stacked. | (2) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be doubled stacked. | (2) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be doubled stacked. | (2) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be doubled stacked. | (2) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be doubled stacked. | (2) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be doubled stacked. | (2) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be doubled stacked. |
| (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. |
| Gas / Gas Heat Exchanger[^f01000] | 1D(v)(aa) | 2 | 25 | 25 | 45 | 51.1 |
| Quench Column | 1D(i)(aa) | 1 | 50 | 30 | 40 | 46.1 |
| Absorber Column | 1D(i)(bb) | 1 | 50 | 30 | 95 | 101.1 |
| Regenerator | 1D(iii)(aa) | 2 | 15 | 15 | 70 | 76.1 |
| Carbon Dioxide Gas Compressor Building | 1E(i) | 4 | 45 | 40 | 30 | 36.1 |
| Carbon Dioxide Main Vent Stacks | 1E(iii) | 1 | 10 | 10 | 30 | 36.1 |
| Main Process & Service Rack[^f01001][^f01002] | 1D(iii) | 1 | 150 | 20 | 25 | 31.1 |
PART 2 — DESIGN PARAMETERS ASSOCIATED WITH THE CARBON CAPTURE PLANT FOR UNIT 2
| (1) Component / Building / Area | (2) Work No. | (3) Maximum number | (4) Maximum length (m) | (5) Maximum width (m) | (6) Maximum height (m AGL) | (7) Maximum height (m AOD) |
|---|---|---|---|---|---|---|
| (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. | (1) Component to be located at elevation (i.e. located within the duct). Height stated is the maximum height component could be AGL. |
| (2) Building / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (2) Building / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (2) Building / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (2) Building / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (2) Building / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (2) Building / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (2) Building / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. |
| (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. | (3) The Rich Solvent / Lean Solvent Heat Exchangers would be located at elevation on the Main Process and Service Rack. |
| Gas / Gas Heat Exchanger[^f01003] | 1D(vi)(aa) | 2 | 25 | 25 | 45 | 51.1 |
| Quench Column | 1D(ii)(aa) | 1 | 50 | 30 | 40 | 46.1 |
| Absorber Column | 1D(ii)(bb) | 1 | 50 | 30 | 95 | 101.1 |
| Regenerator | 1D(iv)(aa) | 2 | 15 | 15 | 70 | 76.1 |
| Carbon Dioxide Gas Compressor Building | 1E(ii) | 4 | 45 | 40 | 30 | 36.1 |
| Carbon Dioxide Main Vent Stacks | 1E(iv) | 1 | 10 | 10 | 30 | 36.1 |
| Main Process & Service Rack[^f01004][^f01005] | 1D(iv) | 1 | 150 | 20 | 25 | 31.1 |
PART 3 — DESIGN PARAMETERS ASSOCIATED WITH THE COMMON INFRASTRUCTURE REQUIRED FOR BOTH THE CARBON CAPTURE PLANT FOR UNIT 1 AND THE CARBON CAPTURE PLANT FOR UNIT 2
| (1) Component / Building / Area | (2) Work No. | (3) Maximum number | (4) Maximum length (m) | (5) Maximum width (m) | (6) Maximum height (m AGL) | (7) Maximum height (m AOD) |
|---|---|---|---|---|---|---|
| (1) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (1) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (1) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (1) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (1) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (1) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. | (1) Buildings / Structures may be coupled together. Total building volume will however not exceed volume required for maximum number of buildings. Maximum height stated is for all configurations. Switchrooms may also be double stacked. |
| Carbon Capture Wastewater Treatment Plant Area | 1D(viii)(a) | 1 | 80 | 70 | 40 | 46.1 |
| Solvent Storage and Make-up System Compound | 1D(vii) | 4 | 55 | 45 | 25 | 31.1 |
| Combined Power Turbine Building[^f01006] | 1C(iii)(bb) | 2 | 50 | 45 | 35 | 41.1 |
| Pressure Reducing De-Superheating Station Building [^f01006] | 1C(iii)(dd) | 2 | 15 | 45 | 15 | 21.1 |
| Steam Pipe Bridge Connection (Connection with existing Drax Power Station Infrastructure) | 1C(iii)(ee) | 1 | 30 | 10 | 65 | 71.1 |
| Steam Pipe Bridge | 1C(iii)(ee) | 1 | 300 | 20 | 25 | 31.1 |
| Fire Water Tanks | 1D(viii)(dd) | 4 | 15 | 15 | 15 | 21.1 |
| Switchroom Building[^f01006] | 1F | 30 | 30 | 16 | 20 | 26.1 |
| Carbon Dioxide Pipe Bridge | 2 | 1 | 500 | 20 | 20 | 26.1 |
| Carbon Dioxide Delivery Terminal Compound (onshore carbon pipeline operator) | 2 | 1 | 100 | 100 | 12 | 18.1 |
Signed
Signed by authority of the Secretary of State for Energy Security and Net Zero
David Wagstaff — Deputy Director, Energy Infrastructure Planning — Department for Energy Security and Net Zero — 16th January 2024
Explanatory note
(This note is not part of the Order)
EXPLANATORY NOTE
This Order authorises Drax Power Limited (referred to in this Order as the undertaker) to construct, operate, maintain and decommission carbon capture plant as an extension to an existing generating station and associated development. This Order would permit the undertaker to acquire, compulsorily or by the agreement, land and rights in land and to use land for this purpose.
A copy of the Order plans and the book of reference mentioned in this Order and certified in accordance with article 37 of this Order (certification of plans and documents, etc) may be inspected free of charge during working hours at The North Yorkshire Council, County Hall, Northallerton, North Yorkshire, DL7 8AD and at Civic Centre, Doncaster Road, Selby, YO8 9FT.
Footnotes
2008 c. 29. Section 37 was amended by section 137(5) of, and paragraph 5 of Schedule 13 to, the Localism Act 2011 (c. 20).
S.I. 2010/103, amended by S.I. 2012/635.
Section 74 was amended by sections 128(2) and 237 and by Schedule 13, paragraph 29 and Schedule 25, paragraph 1, to the Localism Act 2011 (c. 20).
S.I. 2017/572, amended by S.I. 2018/695, S.I. 2018/834 and S.I. 2018/942.
Section 114 was amended by paragraph 55 of Part 1 of Schedule 13 to the Localism Act 2011(c. 20).
Section 115 was amended by section 160 of the Housing and Planning Act 2016 (c. 22) and section 43 of the Wales Act 2017 (c. 4).
Section 120 was amended by section 140 and paragraph 60 of Part 1 of Schedule 13 to the Localism Act 2011 (c. 20).
1991 c. 22. Section 48(3A) was inserted by section 124 of the Local Transport Act 2008 (c. 26). Sections 78(4), 80(4) and 83(4) were amended by section 40 of, and Schedule 1 to, the Traffic Management Act 2004 (c. 18).
2003 c. 21 as amended by the Digital Economy Act 2017 (c. 30).
Section 121A was inserted by paragraph 70 of Schedule 8 to the 1991 Act, and subsequently amended by section 271 of the Greater London Authority Act 1999 (c. 29), section 1(6) of, and paragraphs 70 and 95 of Schedule 1 to, the Infrastructure Act 2015, S.I. 1999/1920 and S.I. 2001/1400.
1991 c. 59. Section 23 was amended by paragraph 192(2) of Schedule 22 to the Environment Act 1995 (c. 25), paragraphs 25 and 32 of Schedule 2 to the Flood and Water Management Act 2010 (c. 29) and S.I. 2013/755.
Section 66 was amended by paragraphs 25 and 38 of Schedule 2 to the Flood and Water Management Act 2010 and section 86 of the Water Act 2014 (c. 21).
1947 c.51 as repealed by the Town and Country Planning Act 1962 and the Planning (Consequential Provisions) Act 1990 (c. 11).
1962 c.38 as repealed by the Town and Country Planning Act 1971 and the Planning (Consequential Provisions) Act 1990 (c. 11).
1971 c. 78 as repealed by the Planning (Consequential Provisions) Act 1990 (c. 11).
1991 c. 56. Section 106 was amended by sections 35(1), 35(8) and 43(2) of, and Schedule 2 to, the Competition and Service (Utilities) Act 1992 (c. 43), sections 32(2) and 99 of the Water Act 2003 (c. 37) and paragraph 16(1) of Schedule 3 to the Flood and Water Management Act 2010 (c. 29).
1964 c. 40. Paragraph 9B was inserted into Schedule 2 by the Transport and Works Act 1992 (c. 42), section 63(1) and Schedule 3, paragraph 9(1) and (5). There are other amendments to the 1964 Act which are not relevant to this Order.
1990 c. 43. Section 82 was amended by section 103 to the Clean Neighbourhoods and Environment Act 2005 (c. 16); Section 79 was amended by sections 101 and 102 of the same Act.
1974 c. 40. Sections 61(9) and 65(8) were amended by section 162 of, and paragraph 15 of Schedule 3 to, the Environmental Protection Act 1990 (c. 25). There are other amendments to the 1974 Act which are not relevant to this Order.
1978 c. 30. Section 7 was amended by paragraph 19 of Schedule 10 to the Road Traffic Regulation Act 1984 (c. 27). There are other amendments not relevant to this Order.
Section 11 was amended by section 34(1) of, and Schedule 4 to, the Acquisition of Land Act 1981 (c.67), section 3 of, and Part 1 of Schedule 1 to, the Housing (Consequential Provisions) Act 1985 (c.71), section 14 of, and paragraph 12(1) of Schedule 5 to, the Church of England (Miscellaneous Provisions) Measure 2006 (No. 1), sections 186(2), 187(2) and 188 of, and paragraph 6 of Schedule 14 and paragraph 3 of Schedule 16 to, the Housing and Planning Act 2016 (c.22) and S.I.2009/1307.
Section 11A was inserted by section 186(3) of the Housing and Planning Act 2016.
Section 11B was inserted by section 187(3) of the Housing and Planning Act 2016.
Section 12 was amended by section 56(2) of, and Part 1 of Schedule 9 to, the Courts Act 1971 (c.23) and paragraphs (2) and (4) of Schedule 16 to the Housing and Planning Act 2016.
Section 13 was amended by sections 62(3), 139(4) to (9) and 146 of, and paragraphs 27 and 28 of Schedule 13 and Part 3 of Schedule 23 to the Tribunals, Courts and Enforcement Act 2007 (c.15).
Section 20 was amended by paragraph 4 of Schedule 15 to the Planning and Compensation Act 1991 (c.34) and S.I.2009/1307.
S.I. 2012/2920 as amended by S.I. 2013/2153, S.I. 2014/357 and S.I. 2014/2026.
1986 c. 44. A new section 7 was substituted by section 5 of the Gas Act 1995 (c. 45), and was further amended by section 76 of the Utilities Act 2000 (c. 27).
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