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Construction Report The Yorkshire and Humber (CCS Cross Country Pipeline) Development Consent Order Under Regulation 5(2)(q) of the Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009

June 2014 Application Reference: EN070001

Other Documents Volume 7: Construction Report Ref 7.6

Construction Report i

The Yorkshire and Humber CCS Cross Country Pipeline

Contents

1 Introduction 1 1.1 National Grid Carbon 1 1.2 The Project 1 1.3 Purpose of this Report 3

2 Construction Overview 5 2.1 Contract Strategy 5 2.2 Detailed Design 6 2.3 Design Standards 8 2.4 Safety in Design 8

Control of Major Accident Hazards 10 Construction Design and Management 10

2.5 Limits of Deviation 11 Horizontal Limits of Deviation 11 Vertical Limits of Deviation 13 Land Drainage Areas 13 Additional Temporary Land Take 13 Above Ground Installations 17 Accesses to the Public Highway 17

2.6 Pipeline Route Description 18 White Rose to Camblesforth 18 Camblesforth to Tollingham 19 Tollingham to Dalton 20 Dalton to Skerne 21 Skerne to Barmston Pumping Station 21

2.7 Above Ground Installations Description 22 Drax PIG Trap AGI (Work No. 1A) 22 Block Valve Sites 23 Camblesforth Multi-junction (Work No. 4A) 23

2.8 Barmston Pumping Station Description 24

3 Construction of Pipelines 25 3.1 General Pipeline Construction Methodology 25

Background 25 Pre-construction Works 27 Temporary Construction Compounds 27 Working Width Preparation 28 Fencing 29 Topsoil Stripping 30 Temporary Access Roads 30 Pipe Delivery, Stringing and Bending 31 Welding, Non-destructive Testing and coating 32 Trench Excavation 32 Lower and Lay 33


Construction Report ii


Backfilling 33 Post Construction Drainage 34 Reinstatement 34 Integrity Testing and Inspection 35 Pipeline Markers 35 Types of Marker Posts 36

3.2 Special Crossings 37 Open Cut Crossings 37 Trenchless Crossings 38

3.3 Depths of Cover 39 Cross Country Pipelines 39 Highways 39 Third Party Services 39 Watercourses – Main Rivers 40 Ordinary Watercourses 40 Rail Crossings 40

3.4 Duration of Crossings 41 3.5 Pipeline Testing Procedure 41 3.6 Commissioning 42 3.7 Condition Monitoring 43

Corrosion Protection 43 In-line Inspection 44

3.8 Programme of Pipeline Construction 44

4 Constructing Pipeline Installations 45 4.1 Construction of Above Ground Installations 45

Phasing of Multi-junction Construction 45 Temporary Construction Compound 46 AGI Access for Construction 46 AGI Construction Process 47 Programme 47

4.2 Constructing Barmston Pumping Station 48 Phasing of Pumping Station Construction 48 Temporary construction compound 49 Access for Construction 49 Construction Process 49 High Voltage Electricity Connection 52 Programme 52

5 Landfall Construction 53 5.1 Introduction 53 5.2 Landfall Temporary Working Area 53 5.3 Design Standards 54 5.4 Geology 54 5.5 Tunnel Option 56


Construction Report iii


Drive Shaft Installation 56 Tunnelling 57 Pipe Installation 57 Reception Shaft and Tie In 58 Spoil 59

5.6 Horizontal Directional Drill Option 60 HDD Bore 60 Drilling Compound Installation 61 Pipe Installation 61 Reception Pit and Tie In 61 Spoil 61 Construction Access to the Beach 62 Third Party Services 62 HDD Programme 62

5.7 Testing 63

6 References 64

7 Glossary of Terms 67

Appendix A – Main Crossings 71

Appendix B – Special Crossing Methods 78

Appendix C – Consents Management Strategy 86

Figures 3.1 – 3.11 Scheme Layout 98


Construction Report iv


ABBREVIATIONS

A645 A Class Road

AGI Above ground installation

AOD Above Ordnance Datum

B1248 B Class Road

BGS British Geological Survey

BH Borehole

BSI British Standards Institution

c. Circa / approximately

CCP Carbon Capture Plant

CCS Carbon Capture and Storage

CDM Construction (Design and Management) Regulations

CLX Canal Crossing

CO2 Carbon Dioxide

COMAH Control of Major Accident Hazards Regulations

CP Cathodic Protection

CIPS Close Interval Potential Surveys

DC Direct Current

DCO Development Consent Order

DEFRA Department of Environment Fisheries and Rural Affairs

DX Ditch Crossing

EA Environment Agency

eg. For example

EIA Environmental Impact Assessment

EMP Environmental Management Plan

EPCM Engineering Procurement Construction and Management Contract

ERYC East Riding of Yorkshire Council

ES Environmental Statement

etc Etcetera (and so on)

FBE Fusion Bonded Epoxy coating

FEED Front End Engineering Design

ha Hectares


Construction Report v


HDD Horizontal Directional Drill

HDPE High Density Polyethylene

HGV Heavy Goods Vehicle

HSE Health and Safety Executive

IDB Internal Drainage Board

ie Such as

ILI In Line Inspection

IP Intersection Point (where pipeline route changes direction)

km Kilometres

kV Kilovolts

LLFA Lead Local Flood Authority

LoD Limits of Deviation

LWS Local Wildlife Site

m Metres

MAHP Major Accident Hazard Pipelines

MAPD Major Accident Prevention Document

MDPE Medium Density Polyethylene

MHWM Mean High Water Mark

MLWM Mean Low Water Mark

mm Millimetres

MMO Marine Management Organisation

mt Million Tonnes

NGR Ordnance Survey National Grid Reference

No. Number

NPPF National Planning Policy Framework

NTS National Transmission System

NYCC North Yorkshire County Council

OS Ordnance Survey

PIG Pipeline Internal Gauge / Pipeline Inspection Gauge

PINs Planning Inspectorate

PSR Pipeline Safety Regulations

RDX Road Crossing

Ref Reference


Construction Report vi


RIGS Regionally Important Geological and Geomorphological Sites (Geodiversity Site)

RLX Railway Crossing

RVX River Crossing

SSSI Site of Special Scientific Interest

SUDS Sustainable (Urban) Drainage System

TBC To Be Confirmed

TCA Temporary Construction Area

TBM Tunnel Boring Machine

TPO Tree Preservation Order

UK United Kingdom

UXO Unexploded Ordnance

UXB Unexploded Bomb

VSD Variable Speed Drive

WFD Water Framework Directive

YWT Yorkshire Wildlife Trust

% Percent


Construction Report 1


1.1 NATIONAL GRID CARBON

1.1.1 National Grid plc owns and operates the national high-pressure gas transmission pipeline network in the UK and operates the national electricity grid in the UK. National Grid Carbon Limited (referred to in this report as “National Grid”) is a non-regulated independent subsidiary of National Grid plc, created to develop Carbon Dioxide transportation and storage infrastructure in the UK. National Grid will be drawing on its expertise in building and running safe and effective pipelines to develop Carbon Capture and Storage (CCS) Projects.

1.2 THE PROJECT

1.2.1 The Project is a Carbon Dioxide transportation and storage system to support the provision of CCS technology in the Yorkshire and Humber Region. The Project, in its entirety, is known as The Yorkshire and Humber CCS Transportation and Storage Project (“the Project”). It will comprise the construction of a Cross Country Pipeline and sub-sea pipeline for transporting Carbon Dioxide captured from power projects in the region to a permanent geological storage site beneath the North Sea. The Project includes both onshore and offshore elements which are subject to separate consenting regimes (the “Onshore Scheme” and the “Offshore Scheme”).

1.2.2 The onshore elements of the Project are collectively termed the Yorkshire and Humber CCS Cross Country Pipeline (shortened to the “Onshore Scheme”) and are proposed to comprise the construction of a buried welded steel Cross Country Pipeline and associated infrastructure including Pipeline Internal Gauge (PIG) Traps, a multi-junction, three block valves a pumping station (collectively termed “Above Ground Installations” or “AGIs”) and any necessary interconnecting local pipelines and associated works. These are illustrated in the high level schematic below (Figure 1).

1.2.3 As the length of the proposed Cross Country Pipeline will exceed 16.093km it constitutes a nationally significant infrastructure project (“NSIP”) pursuant to the Planning Act 2008. This requires an application to be made to the Planning Inspectorate (“PINs”) for a Development Consent Order (“DCO”).

1 Introduction




1.2.4 The Cross Country Pipeline will have an external diameter of up to 610mm and will be sized to accommodate up to 17 million tonnes (mt) of Carbon Dioxide emissions per year. The multi-junction will enable the connection of multiple pipelines from regional Carbon Dioxide emitters to the Project. At present one installation for the capture of Carbon Dioxide streams, the White Rose CCS Project adjacent to Drax Power Station at Selby, being promoted by Capture Power Limited, will connect into the Cross Country Pipeline. An interconnecting pipeline between the White Rose CCS Project and the multi-junction will form part of the DCO application for the Onshore Scheme.

1.2.5 Pipeline Internal Gauge (PIG) Traps will be sited at the start and end of each pipeline to launch PIGs. These facilities are required to support the periodic inspection of pipelines as part of National Grid’s planned pipeline inspection and maintenance programme. Block Valves will be required at regular intervals along the length of the pipeline to allow sections of the pipeline to be isolated for safety or maintenance, and a pumping station is to be constructed near to the coast to re-pressurise the Carbon Dioxide before it is transported offshore.

Figure 1 Schematic of the Onshore Scheme




1.2.6 The offshore elements of the Project are collectively termed the Yorkshire and Humber CCS Sub-sea Pipeline and Geological Storage Site (shortened to the “Offshore Scheme”) and are proposed to comprise the construction of a 90km sub-sea pipeline to a geological storage site. These are subject to a separate consenting regime requiring authorisation by the Petroleum Act 1998 and the Energy Act 2008 respectively.

1.2.7 The sub-sea pipeline will have an external diameter of up to 610mm and will be sized to accommodate up to 17mt Carbon Dioxide emissions per year. The geological storage site will comprise the permanent storage of captured Carbon Dioxide in a saline aquifer located approximately 1000m below the seabed. National Grid has secured an agreement to lease area 5/42 in the southern North Sea from the Crown Estate for the purpose of geological storage of Carbon Dioxide. The capacity of the storage site is expected to accommodate at least 200mt of captured Carbon Dioxide. Once this site has reached capacity further storage sites would be identified and utilised.

1.2.8 The Onshore and Offshore Schemes will be joined at the Mean Low Water Mark using appropriate landfall techniques; this is also the juncture of the onshore and offshore consenting regimes.

1.3 PURPOSE OF THIS REPORT

1.3.1 National Grid is making an application for a Development Consent Order (DCO) to construct and operate the Onshore Scheme, a Cross Country Pipeline and associated infrastructure which includes the following elements:

• Pipeline up to 324mm external diameter from White Rose CCS Project to Drax PIG Trap (approximately 0.25km length)

• Drax PIG Trap Above Ground Installation (AGI); • Connecting pipeline up to 324mm external diameter from Drax PIG

Trap AGI to Camblesforth Multi-junction (approximately 5.6km length);

• Camblesforth Multi-junction installation; • Yorkshire and Humber CCS Cross Country Pipeline up to 610mm

external diameter (approximately 67km length); • 3 Block Valve AGIs at Tollingham, Dalton & Skerne; • Barmston Pumping Station; • Offshore pipeline up to 610mm external diameter, Barmston Pumping

Station to landfall at mean low water mark (approximately 1km). • Temporary construction compounds/ offices; • Temporary pipe storage yards;




• Temporary accesses and laydown/works areas; • Permanent accesses for above ground installations; • Land drainage.

1.3.2 The purpose of this report is to describe what the development is and how it will be delivered. This report provides an overview of how the Onshore Scheme, including the landfall for the sub-sea pipeline, will be constructed.

1.3.3 This document forms part of a suite of DCO application documents and should be read in conjunction with those drawings and documents referenced in this document.




2.1 CONTRACT STRATEGY

2.1.1 The Construction Contract Strategy has yet to be finalised however at this stage it is anticipated that the following strategy would be adopted.

2.1.2 National Grid would appoint up to four Engineering Procurement Construction and Management (EPCM) contractors to provide and manage the detailed design, procurement, construction and commissioning of the Onshore Scheme. This strategy assumes the pipeline and certain AGIs would be constructed using two EPCM contractors:

• Contract 1 to include Drax PIG Trap AGI, approximately 5.6km of connecting pipeline up to 324mm external diameter, Camblesforth Multi-junction, approximately 31km of cross country pipeline up to 610mm external diameter and Tollingham Block Valve;

• Contract 2 to include approximately 36km of cross country pipeline up to 610mm external diameter and Dalton and Skerne Block Valves;

2.1.3 The Pumping Station would be constructed by a separate EPCM contractor; and the landfall for the sub-sea pipeline would be part of the construction contract for the Offshore Scheme.

2.1.4 Following the appointment of the EPCM contractors, design and construction of the Onshore Scheme would take place in phases over a 4 year period. The main construction tasks and the indicative construction programme are set out below.

Year 1 Year 2 Year 3 Year 4 Detailed design

Pipeline construction

AGI construction

Pumping Station construction

Landfall construction

Commissioning

2 Construction Overview




2.2 DETAILED DESIGN

2.2.1 Prior to Contractor appointment Front End Engineering Design (FEED) work would be completed. To inform the DCO to an appropriate level of detail, certain FEED work has already been completed. This has comprised the completion of desk based studies supplemented by engineering surveys (e.g. borehole surveys) to identify (following consultation) an alignment for the proposed pipelines. This process has also been informed by the outcome of environmental surveys. In addition site selection studies have been conducted and consulted on to identify the preferred locations for above ground installations. Engineering general arrangement drawings, elevations and profiles have been prepared for the selected Drax PIG Trap, Block Valves and Multi-junction sites together with planting proposals for approval through the DCO.

2.2.2 The proposed Camblesforth Multi-junction has been designed to accommodate up to four incoming pipeline connections (4 PIG Traps) and one outgoing connection (1 PIG Trap) into the Cross Country Pipeline. The general arrangement drawings, elevations and profiles prepared for the DCO show an initial design for two PIG Traps to accommodate an inlet PIG Trap for the pipeline connection from the White Rose CCS Project and an outlet PIG Trap to the Cross Country Pipeline; and “Area B”. Area B, as defined within Camblesforth Multi-junction Planning Arrangement Drawing No. 10-2574-GA-01-0316 (Document Reference 2.25) and draft DCO Schedule 3, has not yet been designed in detail as the capacity and rate at which the area is built out will depend on when third party connectors come forward and the direction from which they enter the facility. Capacity has been provided for three PIG Traps within Area B of the Multi-junction. The parameters of Area B are set out within the draft DCO and secured through a Requirement (draft DCO Schedule 3, Requirement 6).

2.2.3 In the case of the proposed Barmston Pumping Station, conceptual designs have been included in the DCO application for information and a parameter plan showing the maximum dimensions of buildings and apparatus has been submitted for approval. A Design and Access Statement (DAS) (Document Reference 7.3) has been submitted with the draft DCO providing guiding principles (including an indication of materials) and setting the parameters that will be used for the detailed design, the approval of which will be subject to a Requirement under the DCO (draft DCO Schedule 3, Requirement 5).

2.2.4 Further FEED design work is programmed for 2014/15 to fulfil DCO requirements; the compilation of contract documentation; and the procurement of equipment and materials.




2.2.5 The Onshore Scheme would be subject to specific requirements set out in the DCO and certain statutory consents and agreements; some of which would be provided through the DCO; and others to be obtained separately from the relevant authority or organisation. Appendix C Consents Management Strategy, sets out the consents required for the Project and the proposed approach to obtaining those consents.

2.2.6 During the detailed design phase, the contractors will produce Method Statements, as required for the preparation of necessary further consents and licence applications for example for crossings including watercourses, roads, railways, gas pipelines other services. In addition mitigation measures, through written schemes of investigation will be developed for areas with archaeological potential; and appropriate licences and management strategies for ecologically sensitive areas and protected species. Methodologies will be developed by the appointed contractors in consultation with National Grid and approved by the appropriate consenting authority in accordance with Requirements specified in the DCO.

2.2.7 The appointed contractors will also be responsible for the production of a Project specific Environmental Management Plan (EMP) to control and monitor environmental performance throughout the project. National Grid’s proposed Code of Construction Practice (CoCP) (Document Ref. 7.5), submitted as part of the DCO application material will form the basis of the Contractors’ EMP along with the Schedule of Environmental Commitments (Chapter 16 of the Environmental Statement, Document Reference 6.16).

2.2.8 Specific Environmental Management Strategies will be developed for Pollution Control, Waste Management, Water Management, Emergency Response and Traffic Management. The entire workforce will receive training about relevant environmental issues, including pollution control, before commencing work on site.

2.2.9 The contractors will also be responsible for the production and implementation of the Project Health and Safety Plan in accordance with Construction (Design and Management) Regulations 2007 (CDM). All personnel working on site will be required to have completed Cross Country Pipelines Health Safety & Environment training (known as the Safety Passport) as well as project specific induction training.

2.2.10 National Grid and the contractor(s) will employ suitably qualified personnel to monitor the design and construction of the pipeline and above ground installations, ensuring compliance with the Method Statements / methodologies and appropriate management of safety, quality and environmental concerns. Additionally National Grid will employ Agricultural




Liaison Officers to ensure landowners are kept fully informed before, during and post–construction.

2.2.11 For the Offshore Scheme, a conceptual design has been completed to date. The FEED study and nearshore surveys will be carried out during 2014/15 to inform the technique to be employed for construction. The FEED for the Offshore Scheme will also be tasked with finalising the construction technique for the landfall, although the proposed DCO Order Limits (set to Low Mean Water Mark) set the parameters for construction activity in this area.

2.3 DESIGN STANDARDS

2.3.1 The design, construction and operation and maintenance of the proposed onshore pipelines will be in accordance with the approved British Standards Institution (BSI) published document PD 8010:Part 1:2004 Code of Practice for Pipelines – Steel Pipelines on Land.

2.3.2 The above ground installations will be designed in accordance with PD 8010:Part 1 and the American Society of Mechanical Engineers piping code ASME B31.3 on Process Piping.

2.4 SAFETY IN DESIGN

2.4.1 The Pipelines Safety Regulations (PSR) 1996 applies to all pipelines in Great Britain (England, Scotland and Wales), and to all pipelines in territorial waters and the UK Continental Shelf. The regulations provide general duties for the safe management of all pipelines in the UK, relating to design, construction, operation, maintenance and decommissioning. The guide to PSR (HSE 1996) includes the statement ‘…the Regulations, by ensuring that a pipeline is designed, constructed and operated safely, provide a means of securing pipeline integrity, thereby reducing risks to the environment.’

2.4.2 In addition, PSR specifically defines Major Accident Hazard Pipelines (MAHPs), which are pipelines that convey dangerous fluids and for which the consequences of failure would present a major accident resulting in significant danger to people. Additional duties are defined for these pipelines, including notifications, preparation of a Major Accident Prevention Document (MAPD), development of emergency procedures, and arrangements and the provision of information to Local Authorities for inclusion in the Emergency Response Plan. Liquid (dense phase) Carbon Dioxide is not classified as a dangerous fluid in PSR but National Grid has taken an appropriate precautionary approach and elected to design and operate the pipeline as if Carbon Dioxide were classed as a dangerous




fluid. The primary requirements for compliance with UK legislation is the application of UK codes and standards. Code of Practice PD8010 Part 1 as applied to Carbon Dioxide pipelines addresses the system requirements for MAHPs.

2.4.3 Section 4 of the Safety Statement (Document Reference 6.4.7) addresses the likelihood of unplanned releases from the pipelines or at the AGIs. The Safety Statement concludes that the proposed pipelines of up to 324mm and up to 610mm diameter and AGIs are designed to avoid failures (for example from leaks or ruptures) and such events are very unlikely for the 324mm pipeline and extremely unlikely for the thicker 610mm diameter pipeline and on the AGIs associated with the pipeline system proposed. The proposed pipelines will be designed in accordance with recognised codes and the prevailing legislation to ensure that unplanned releases due to leaks and ruptures are very unlikely to occur. The principal requirement in assuring safety of the public and avoiding damage to property or the environment is to reduce the potential for a major pipeline accident to occur so the design developed by National Grid ensures that the probability of failure due to any cause is very unlikely. By ensuring pipeline integrity it also reduces the risks to the environment.

2.4.4 The proposed pipelines are routed predominantly in agricultural land and avoid centres of population. The proposed routes also minimise the number of major crossings (combined crossings are used where practicable) and avoid areas liable to landslip, subsidence or other instability, as far as practicable.

2.4.5 The proposed pipelines will be of all welded construction to ensure a high integrity system and to minimise the likelihood of any fugitive emissions, i.e.

• The proposed pipelines will be buried out of sight (minimum 1.2 metres down) to minimise the likelihood of damage by unauthorised excavation work in close vicinity to the pipeline;

• Pipe and other materials will be inspected during its manufacture and at all stages of construction;

• Every weld joining each section of pipe is examined; • Following welding and weld inspection of the pipe joints it will be

necessary to complete the pipe coating at the joint areas to prevent external corrosion;

• The pipelines will be pressure tested with water to a pressure above the maximum operating pressure following construction to check the pipes integrity; and

• Pipeline markers are provided along the routes of the pipelines to highlight their presence.




2.4.6 Pipelines are protected against external corrosion through the application of corrosion protection coatings, and the utilisation of Cathodic Protection which provides protection in the event of coating damage. National Grid has extensive experience in the rigorous and successful management of external corrosion on the natural gas pipeline system. The systems and procedures applied to the natural gas pipeline system will be applied to the Onshore Scheme.

2.4.7 The pipelines and AGIs will be inspected and maintained in accordance with best practice, which will typically include the following activities:

• The proposed pipelines will be monitored around the clock, 365 days a year, by a fully staffed Control Room;

• Aerial or walking surveillance of the pipeline routes to check for activities taking place close to the pipelines;

• The proposed pipelines and AGIs will be subject to planned maintenance to ensure their continued reliability;

• Scheduled internal inspection (referred to as ‘ILI’ or ‘pigging’) to check for corrosion and any damage present;

• Scheduled communication with landowners, local authorities and the emergency services in the area; and

• Planned pipeline awareness programmes involving landowners, occupiers, communities, utilities, local authorities and the emergency services, which is key to preventing damage and ensuring safety.

Control of Major Accident Hazards

2.4.8 Carbon Dioxide is not classed as a dangerous substance, under Schedule 1 of the Control of Major Accident Hazards (COMAH) Regulations 1999 (as amended 2005); the COMAH Regulations therefore do not apply.

Construction Design and Management

2.4.9 The main legislation for construction safety (along with design management issues) in Great Britain is the Construction (Design and Management) (CDM) Regulations 2007 (as amended). CDM covers the design of the pipeline and above ground installations in so far as the design should take into account the safety of those carrying out the construction and any subsequent maintenance work. The CDM Regulations also cover the safety management of those involved in the construction during the construction stage. The Pipeline Safety Regulation 1996 (PSR) also place duties on the design, structural integrity and operation of the pipeline to ensure it safe operation.




2.4.10 The CDM Regulations apply offshore only to those structures that are not already covered by PSR and the Offshore Installations (Safety Case) Regulations. They do not therefore apply to offshore pipelines. The extent of applicability of the CDM Regulations to the offshore pipeline construction and design is limited to the landfall section. (See Section 5 Landfall Construction).

2.5 LIMITS OF DEVIATION

Horizontal Limits of Deviation

2.5.1 For the purposes of the DCO application and to accommodate unexpected issues in pipeline routeing once the Project is being constructed, a tolerance is being applied for, either side of the proposed pipeline route. The extent of the tolerance is known as the ‘limits of deviation’ or LoD. These provisions allow the pipeline to be routed anywhere typically within a c.100m wide LoD.

2.5.2 For a 610mm external diameter pipeline the normal working width applied by National Grid (i.e. area within which construction activities to lay the pipeline will be undertaken) is 36m. This comprises 15m on the left side of the pipe trench (to accommodate the storage of trench material/subsoil) and 21m on the right (to accommodate topsoil storage, running track, pipe welding and laying activities) working from Drax towards the coast. Within this area works include but are not limited to establishment of temporary working area, fencing, pre-construction drainage, topsoil stripping, pipeline stringing, pipeline bending, welding, coating, testing, dewatering, trench excavation, trenchless crossings, lower and lay, backfill, tie-ins, re-grading of subsoil, post construction drainage, subsoil cross-ripping and topsoil reinstatement and pipeline testing. The normal working width provides sufficient area for a running track, to perform the linear pipeline construction, top soil storage and separate subsoil storage and enables the trench to be excavated safely (taking into account the angle of repose). Refer to Figure 2 Pipeline Construction.

2.5.3 A slightly wider working width is needed for constructing crossings, for example road, railway, watercourse and service crossings. The working width could increase by 7.5m beyond the 36m working width on both sides to provide an area typically 51m wide, with a setback distance of 1.5 times the length of the crossing or 30m, whichever is the greater. These are referred to as ‘box out’ areas. The dimensions applied are based on National Grid custom and safe working practise and are required to accommodate excavations, a laydown area for pipe, materials storage and equipment and safe access for vehicles. At road crossings the box out area




also provides off-road parking for construction vehicles. For special crossings such as the River Ouse and River Hull larger working areas will be required (see Additional Temporary Land Take below). Horizontal Limits of Deviation are shown on the Works Plans Drawings No. 10-2574-GND-01-05-0030 to 0055 and Figures 3.1 – 3.11 of this report.

2.5.4 The proposed c.100m Limits of Deviation is necessary in the DCO to allow for deviation from the proposed pipeline alignment without having to seek additional permission /consent that may otherwise be required for route amendments. National Grid has extensive experience in pipeline construction and from experience recognises that the following can influence the need for flexibility:

• Ground Conditions – it will not be possible to understand all ground conditions until construction commences. It may be necessary to deviate from the proposed pipeline alignment to avoid certain ground conditions such as groundwater, historic mining excavations or unstable soils, localised potentially contaminated land, unregistered landfill sites, pockets of highly compressive soils (such as peat), pockets of very hard and/or shallow rock head and karstic features.

• Ecology – detailed surveys have been carried out within the scoping corridor however ecological conditions within the LoD may change between submission and determination of the DCO and as such the most appropriate means of mitigating or minimising the environmental effect may be a minor re-route of the pipeline.

• Archaeology – whilst the geophysical surveys carried out along the proposed pipeline alignment indicate relatively few archaeological remains, there is still the potential for undiscovered archaeological features to be present which may necessitate avoidance through minor re-routes to minimise effects on cultural heritage or programme.

• Third Party Services – a number of services run adjacent to or fall within the Order Limits, which will need to be crossed by the pipeline. Whilst these have been identified, detailed design work, will be needed to agree crossing arrangements.

• Landowner requirements – once on site some minor changes to the proposed pipeline alignment may be requested by landowners to further minimise effects on access, drainage or other aspects of their agricultural business; or for new development that has gone through planning between submission and determination of the DCO.

• Variation in crossing techniques – National Grid is currently considering the range of crossing techniques available to cross roads, railways and watercourses encountered along the proposed pipeline alignment. Detailed design will require further information on ground conditions etc. in order to identify the most appropriate




crossing techniques and detailed location. Minor re-routes may therefore be needed.

Vertical Limits of Deviation

2.5.5 Whilst the pipeline will be buried the above ground vertical limits of deviation for the authorised development include a 3m tolerance. This is to allow for the installation of aerial marker posts at field boundaries, and post and rail fencing reinstatement where required.

2.5.6 Below ground the draft DCO allows for the pipeline to be installed at any depth as may be found to be necessary or convenient. The pipeline will be constructed not less than 1.2 metres below ground surface, not less than 1.7metres below ordinary watercourses, not less than 2m below the true clean bottom of main rivers and canals; and not less than 2 metres below public highways. (See Section 3.3 Depths of Cover).

Land Drainage Areas

2.5.7 In constructing a pipeline pre and post-construction drainage is required to protect existing drainage systems and control surface run-off. It may not be possible to accommodate the works and outfalls required for this drainage within the LoD. Drainage surveys have been undertaken on the majority of the land required for the Onshore Scheme and in these areas it is clear where drainage will be installed. In addition the majority of landowners have provided information on the existing drainage infrastructure.

2.5.8 Areas where the location of drainage is uncertain and subject to further investigations, have been defined as “Flexible Drainage Areas” and the DCO will only permit works associated with drainage in these areas. A Drainage Report and Drainage Design drawings (Document Reference 7.7) accompanies the DCO application, which describes among other things, the approach to the location and construction of land drains.

Additional Temporary Land Take

2.5.9 In addition to Limits of Deviation included in the draft DCO, there are areas where more temporary land take will be required during construction for access, temporary construction areas including pipe lay down areas, contractor’s compounds etc. The DCO Order Limits incorporate the land required for Temporary Construction Areas, access, maintenance, mitigation works, drainage, and temporary construction compounds.




2.5.10 In total there are eight Temporary Construction Areas (TCAs). These are described in Table 2.1 and are shaded pink on Figures 3.1 to 3.11 Scheme Layout.

Table 2.1: Temporary Construction Areas

TCA Location

TCA 1

This TCA is located between Drax PIG Trap and the Multi-junction adjacent to the west of Main Road at Woodcock Wood. This TCA is required to facilitate the crossing of Main Road and the disused railway to the west.

Additional land is required to accommodate laydown area and excavations and spoil storage for a trenchless crossing under Main Road and to accommodate pipe and equipment required for the two trenchless crossings (Main Road and disused railway); also to allow construction vehicles safe access and parking off the public road.

TCA 2

This TCA is located between Camblesforth Multi-junction and the A645. This TCA is required to facilitate the crossing of the A645.

Additional land is required to accommodate the working width, laydown area and excavations for trenchless crossings under the A645, of two adjacent pipelines (including pipe, equipment and spoil storage); safe access and egress from the A645 and Wade House Lane for the pipelines and multi-junction works, including parking off the public road.

TCA 3

This TCA is located between Camblesforth Multi-junction and Tollingham Block Valve, south of the River Ouse. This TCA is required to facilitate the crossing of the River Ouse.

Additional land is required to accommodate the laydown area for the Horizontal Directional Drill (HDD) of the pipeline under the River Ouse including drilling equipment, the management system for the drilling fluid and arisings, control cabin and welfare cabin. In addition, a long section of pipe has to be laid out above ground and welded, of sufficient length for the whole crossing.





TCA Location

TCA 4

This TCA is located between Camblesforth Multi-junction and Tollingham Block Valve, north of the River Ouse. This TCA is required to facilitate the crossing of the River Ouse.

Additional land is required to accommodate the laydown area for the Horizontal Directional Drill (HDD) of the pipeline under the River Ouse including drilling equipment, the management system for the drilling fluid and arisings, control cabin and welfare cabin.

TCA 5

This TCA is located between Tollingham Block Valve and Dalton Block Valve adjacent to the south of the A1079 (Arras Hill). This TCA is required to facilitate the crossing of the A1079.

Additional land is required to accommodate laydown area and excavations for trenchless crossing under the A1079 (including pipe, equipment and spoil storage). This is also likely to be the interface between two pipeline contractors; a laydown area will be required for the mobilisation of plant for one contractor and demobilisation of plant for the other; space will be required to allow safe access and egress from the A1079 for both contractors, including parking off the public road, temporary storage of pipe, equipment, plant and materials after delivery to or prior to removal from site; welfare cabins etc.

TCA 6

This TCA is located between Skerne Block Valve and Barmston Pumping Station to the south of the River Hull and Main Drain. This TCA is required to facilitate the crossing of Main Drain, the River Hull, Driffield Canal and B1249 Frodingham Road in one go.

Additional land is required to accommodate laydown area and excavations for the trenchless crossing (including pipe, equipment and spoil storage). Ground investigation surveys have identified that extensive de-watering will be required in this area, additional land is therefore required to accommodate a water management system including wells, pumps, water storage and settlement lagoons to allow the controlled dewatering and discharge of ground water.





TCA Location

TCA 7

This TCA is located between Skerne Block Valve and Barmston Pumping Station to the north of the River Hull and the Driffield Canal. This TCA is required to facilitate the crossing of Main Drain, the River Hull, Driffield Canal and B1249 Frodingham Road in one go.

Additional land is required to accommodate temporary laydown area and excavations for the trenchless crossing (including pipe, equipment and spoil storage). Ground investigation surveys have identified that extensive de-watering will be required in this area, additional land is therefore required to accommodate a water management system including wells, pumps, water storage and settlement lagoons to allow the controlled dewatering and discharge of ground water. Safe access and egress from the B1249 for construction vehicles, including parking off the public road.

TCA 8

This TCA is located around Barmston Pumping Station and the landward end of the landfall for the offshore pipeline. This TCA is required to facilitate the construction of the pumping station, facilitate the construction of the landfall of the offshore pipeline, and will also coincide with the end of the Cross Country Pipeline contractor’s works.

Additional land is required to accommodate:

- a temporary construction compound for Barmston Pumping Station;

- a temporary construction compound for the offshore pipeline contractor;

- a laydown area for the landfall of the offshore pipeline to facilitate a trenchless crossing under the cliffs (including excavations; pipe, equipment and spoil storage; spoil management system and lagoons; cabins; and a laydown area for the welding of pipe);

- a temporary laydown area for the onshore pipeline;

These will include safe access and egress for construction vehicles, parking off the public road, temporary storage of pipe, equipment and materials delivered to site, welfare cabins etc.




Above Ground Installations

2.5.11 For the AGIs a greater or lesser degree of design flexibility is required. For the Drax PIG Trap, the three block valves at Tollingham, Dalton and Skerne and Camblesforth Multi-junction the authorised development will be constructed in general accordance with those drawings submitted as part of the draft DCO. Within Area B at the Camblesforth Multi-junction and Barmston Pumping Station more flexibility is required. For those aspects of the Onshore Scheme that still require design flexibility, the DCO application has been based on parameters.

2.5.12 For Area B of the Camblesforth Multi junction a maximum height of 4m above existing ground level has been adopted. For the Barmston Pumping Station a maximum height of 9m above current ground level has been adopted.

Accesses to the Public Highway

2.5.13 Temporary accesses for construction traffic onto the pipeline working width from the public highway will be created at road crossings. The exact location of these access points within the limits of deviation for the pipeline will be determined during detailed design. Plans showing a generic layout for these temporary junctions have been discussed with the Highways Authorities and submitted with the DCO application (Document Reference 2.52 and 2.53). The relevant highways authority will be consulted once the locations of temporary site access points are known.

2.5.14 Where the location of temporary accesses are known such as for the temporary construction compounds, planning arrangement drawings (Document Reference 2.54, 2.62 and 2.63) and swept path analysis drawings (Document Reference 2.64, 2.70 and 2.71) have been prepared in discussion with the relevant highways authorities and submitted with the DCO application.

2.5.15 Permanent accesses for the above ground installations have also been identified and planning arrangement drawings (Document Reference 2.55 – 2.61) and swept path analysis drawings (Document Reference 2.65 – 2.69) have been prepared in discussion with the relevant highways authorities and submitted with the DCO application.

2.5.16 Detailed design drawings for permanent access junctions and public road modifications will be submitted to the relevant highways authority for approval prior to construction. Drawings in accordance with the Council’s standard details will show design specifications and materials to be submitted for approval by the relevant local highways authority.




2.6 PIPELINE ROUTE DESCRIPTION

2.6.1 The following text describes the pipeline route in sections between above ground installations. The annotation RDX is used to represent road crossings.

2.6.2 The pipeline alignment (centreline) and LoD are illustrated on Figures 3.1 – 3.11 Scheme Layout. The following description applies to the c. 100m LoD corridor which in places has been reduced to avoid constraints. For simplicity the term ‘pipeline route’ has been used.

White Rose to Camblesforth

2.6.3 From the Gas Processing Unit within the proposed White Rose CCS Project site at Drax Power Station a pipeline of up to 324mm external diameter will run South East to cross Carr Dike before entering the Drax PIG Trap AGI located adjacent to the proposed White Rose CCS Project site.

2.6.4 From the Drax PIG Trap AGI the route for the connecting pipeline, of up to 324mm external diameter, runs North crossing Carr Dike and running to the immediate West and North of Drax Augustinian Priory Scheduled Monument, avoiding the schedule site. It then turns East South East crossing Lendall Drain to the North of Drax Abbey Farm before turning South to cross Pear Tree Avenue (RDX1) to the West of Old Lodge. The pipeline route continues South and crosses Carr Lane (RDX2) to the East of New Close Wood before turning East to cross a dismantled railway. Trees along the railway embankment are protected by Tree Preservation Order (TPO); a non-open cut method is proposed to install the pipeline under the dismantled railway, thus avoiding the TPO. After running to the North of Woodcock Wood, the pipeline route turns South East to cross Main Road (RDX3) immediately North of Woodlands, Drax.

2.6.5 Deflecting South, the pipeline route runs to the East avoiding playing fields and crosses Church Dike Lane (RDX4) to the East of Drax village before turning South West to cross Hales Lane track, and West to cross Brickhill Lane (RDX5), to the South of Drax village avoiding Castle Hill Moated Site Scheduled Monument.

2.6.6 The pipeline route deflects South West then South South West crossing the A645 (RDX6) South East of Wade House Lane and to the West of Brock Holes Fish Pond, avoiding this local wildlife site (LWS), before entering the proposed multi-junction site at Camblesforth.




Camblesforth to Tollingham

2.6.7 From the proposed Camblesforth multi-junction site the pipeline route for the up to 610mm external diameter Cross Country Pipeline heads North crossing the A645 (RDX7) to the South East of Wade House Lane and to the West of Brock Holes Fish Pond (avoiding the LWS). It then turns East crossing Brickhill Lane (track), and passing to the South of Caste Hill moated site Scheduled Monument, before turning North Eastward and crossing Hales Lane (track) and Church Dike Lane (RDX8). Thereafter the pipeline route runs to the North West of Scurff Hall avoiding the Scheduled Monument, before crossing the River Ouse.

2.6.8 From the River Ouse the pipeline route continues North East towards Asselby crossing Gateland Field Lane (track) and Lowfield Drain and deep field ditches. It crosses three existing gas pipelines, a dismantled railway and Barmby Road (RDX9) to the West of Asselby.

2.6.9 The pipeline route continues North East, crossing an existing gas pipeline, Asselby Marsh Drain, Old Derwent (culvert), New Drain, and an adjacent track before crossing the A63, Hull Road (RDX 10) and Black Dyke between Newsholme and Newsholme Parks.

2.6.10 The pipeline route continues North Eastward, crossing a multi-fuel pipeline before crossing a railway to the West of Brind Crossing and Brind village. The pipeline route then crosses Brind Lane (RDX11) and passes immediately to the South of Brindley’s Plantation LWS (outside the woodland but within the current LWS boundary).

2.6.11 Crossing the B1228 Wood Lane (RDX12) to the North of Brind and North of Brickyard Farm the pipeline route then trends East. It runs parallel to Featherbed Lane (a local wildlife site) initially on the North side before crossing to the South. The proposed crossing point of Featherbed Lane is within the LWS boundary.

2.6.12 The pipeline route then crosses back to the North of Featherbed Lane to the West of Rose Villa Farm. Heading North East then East it crosses the A614 Holme Road (RDX 13) to the South of Ivy House and the North of Avian Pastures. The pipeline route then heads North East, crossing the River Foulness and then Bursea Lane (RDX14), to the North of Bursea and to the South of Bursea Lane Farm.

2.6.13 The pipeline route continues North Eastward, crossing Drain Lane (RDX 15) to the North West of Grange Farm and Throlam Plantation, and on into the Tollingham Block Valve site.




Tollingham to Dalton

2.6.14 From the Tollingham Block Valve site the pipeline route continues North East and crosses Skiff Lane (RDX16) between Skiff Farm and Tollingham Cottages.

2.6.15 The pipeline route continues North Eastward to cross Lock Lane (RDX17) to the East of High Garth. It then heads East, crossing Back Delfin Drain and the disused Market Weighton Canal to the South of Sand Lane. The pipeline route then crosses Sand Lane (RDX 18) to the West of Oakwood and heads North East, towards Market Weighton.

2.6.16 To the South of Market Weighton the pipeline route crosses Cliffe Road (RDX19), to the South of Long Lane. It then heads in a North Easterly direction, avoiding a small reservoir at Crossfields Farm, before crossing the A1034, Sancton Road (RDX20) and the putative line of a Roman Road.

2.6.17 From here the pipeline route enters the Yorkshire Wolds (an Area of High Landscape Value). Through this area the terrain rises and in the interest of construction safety the routeing process has sought to minimise the need for working on side slopes.

2.6.18 The pipeline route passes between Weighton Wold House and High Wold Farm (avoiding a cluster of prehistoric burial mounds to the East of High Wold Farm). It then crosses the A1079 on Arras Hill (RDX21).

2.6.19 From the A1079 the pipeline route continues North East. The route crosses within the boundary of a Regionally Important Geological and Geomorphological Site (RIGS) although the main part of the site has been avoided. It crosses an existing ethylene pipeline before crossing Kiplingcotes Lane.

2.6.20 After crossing Kiplingcotes Lane (RDX 22) due East of Goodmanham Lodge Farm, the pipeline route turns North to cross the Hudson Way (disused railway) to the East of Station House, Kiplingcotes Station avoiding a disused quarry which is a RIGS. (The Hudson Way is a long distance footpath, a Local Nature Reserve and LWS. The crossing point is constrained by the quarry and property to the West and by a Scheduled Monument (a prehistoric burial mound) on the North side of the disused railway, to the East.)

2.6.21 From this crossing the pipeline route heads North, crossing Kiplingcotes Road (RDX23), and Kiplingcotes Racecourse Road (RDX24) and Park Road (RDX25), avoiding the Dalton Estate plantations to the East and paralleling a minor road to the West. The pipeline route then crosses




Holme Wold Road (RDX 26) and turns to run East North East across Great West Field into the Dalton Block Valve site.

Dalton to Skerne

2.6.22 From the Dalton Block Valve site the pipeline route heads North East, crossing Lund Wold Road (RDX 27) to the West of Corporation Farm and Middleton Road (RDX28) to the North West of Lund. Passing to the North of Lund and South East of Middleton-on-the-Wolds the pipeline route crosses the B1248 Lund Road (RDX 29) due North of Lund and to the South of East Field. It then continues North Easterly crossing Middleton Road (RDX30) to the immediate South East of Lund Chalk Quarry, then crossing Bracken Beck to the East of Poultry Houses. Here the pipeline is routed through a pinch point between woodland which is LWS and a plantation.

2.6.23 The pipeline route then passes to the North West of the small settlement of Bracken, before continuing North East through agricultural fields towards Hutton Cranswick, crossing an unnamed Northward extension of Bracken Lane (RDX31), due North of Bracken and Burnbutts Lane (RDX32) to the West of Burn Butts Farm and Cottages. The pipeline route then passes between Bustardnest Fox Covert and Bustard Nest Farm before turning East then North East.

2.6.24 To the West of Hutton Cranswick the pipeline route crosses Southburn Road (RDX33), the A164, Beverley Road (RDX34), and Jenkinson Lane (RDX35) between Allotment Gardens to the South and Old Gawdy Hall to the North. It then crosses Northfield Beck, due North of Hutton.

2.6.25 From here the pipeline route runs in a more Easterly direction, crossing a railway line South of Knorka Dike. It then crosses Knorka Dike itself, and Ricklepits (RDX36), West and North respectively of Rickle Pits Farm.

2.6.26 From Ricklepits the pipeline route heads East, running to the South of Skerne between blocks of woodland into Skerne Block Valve site.

Skerne to Barmston Pumping Station

2.6.27 From the Skerne Block Valve site the pipeline route continues North and then North East towards Wansford where it crosses Main Drain, the River Hull, Driffield Canal and B1249 Frodingham Road (RDX37) to the South of Wansford, between Wansford Bridge and Snakeholm Bridge. The land between Main Drain and the River Hull is part of a Yorkshire Wildlife Trust (YWT) Nature Reserve and the River Hull is a SSSI. The pipeline has been routed to the shortest crossing point, to minimise environmental disturbance




and the technical complexity of the crossing and to avoid the settlement of Wansford to the North West and the Trout Farm to the South at Snakeholm Bridge. A non-open cut method of pipeline installation is proposed to cross under Main Drain, the YWT site, River Hull SSSI, Driffield Canal and B1249 in one crossing.

2.6.28 From the crossing the pipeline route continues North East, crossing fields with numerous drains (including Nafferton Highland Stream and White Dike) before passing between South Cattleholmes and Fox Covert where it crosses Kelk Beck (SSSI).

2.6.29 Running eastward the pipeline route crosses Main Street (RDX38) between Great Kelk and Gembling. From Main Street the pipeline route heads East then North to Barf Hill (LWS) where it turns East North East to cross Gransmoor Drain avoiding the LWS and Gransmoor Quarry to the North and the sand and gravel pits and Lissett Wind farm to the South.

2.6.30 From Gransmoor Drain the pipeline route continues East North East, crossing Gransmoor Road (RDX39) South East of Manor Farm. It then turns North East to cross Burton Drain at Carr Hill, and East to run between Stone Hills to the North and Spring Hill, before crossing the A165, Bridlington Road (RDX40) to the North of Quintin Garth. From the A165, the pipeline route runs East then North East to the proposed Barmston Pumping Station site, to the North West of Hamilton Hill, North of Barmston.

2.6.31 To the East of the proposed Barmston Pumping Station site the pipeline route for the offshore pipeline heads South East and then East, to a landfall point North East of Hamilton Hill. The pipeline route for the Onshore Scheme terminates at the Low Mean Water Mark (See Section 5. Landfall Construction).

2.7 ABOVE GROUND INSTALLATIONS DESCRIPTION

Drax PIG Trap AGI (Work No. 1A)

2.7.1 A PIG Trap will be located at the beginning of the connecting up to 324mm external diameter pipeline between the White Rose CCS Project site at Drax Power Station and the Yorkshire and Humber CCS Cross Country Pipeline. The purpose of a PIG Trap is to provide a facility to launch and receive pipeline internal gauges (PIGs) used to clean, gauge and inspect the pipeline.

2.7.2 The PIG Trap installation would comprise a compound 35m x 41m (c. 0.14ha) in size, surrounded by a weldmesh security fence, a 2m sterile strip and landscape planting area. The compound will accommodate an




instrument building, PIG Trap arrangement and above and below ground pipework. The Pig Trap will require a permanent road access through the White Rose Project site.

Block Valve Sites

2.7.3 The new Block Valve AGIs will be located at intervals along the proposed Cross Country Pipeline at Tollingham (Work No.6A), Dalton (Work No.9A) and Skerne (Work No. 11A). The purpose of Block Valves is to enable sections of the pipeline to be isolated in the event of an emergency or for planned maintenance.

2.7.4 The Block Valve installations will comprise a compound 37m x 28m (c.0.1ha) in size, surrounded by a security fence (typically weld mesh with 3 strands of barbed wire at the top), a 2m sterile strip and landscape planting area. The compound will accommodate an instrument building and above and below ground pipework.

2.7.5 Each Block Valve installation will require a permanent road access to the public highway as follows:

• Tollingham Block Valve – new access road along eastern edge of fields from Skiff Lane (adopted highway, unclassified road), new junction onto public highway;

• Dalton Block Valve – new access road along eastern edge of field from Lund Wold Road (adopted highway, unclassified road), new junction onto public highway;

• Skerne Block Valve - upgrading of existing unnamed road through Church Farm, Skerne (adopted highway, unclassified road) and track to Copper Hall; between Main Street, Skerne (adopted highway, unclassified road) and the installation. Modifications to existing junction of public highway and may require bridge modifications.

Camblesforth Multi-junction (Work No. 4A)

2.7.6 A Multi-junction installation is required to allow the connection of pipelines carrying Carbon Dioxide from emitters. Initially the site would accommodate a connection from the White Rose CCS Project (up to 324mm external diameter pipeline). An installation compound of 154m x 73m (c.1.1ha) is required for a Multi-junction. This would be surrounded by a security fence (weld mesh with 3 strands of barbed wire at the top) and a 2m sterile strip and landscape planting area.

2.7.7 The installation compound would accommodate an instrument building, two PIG Trap arrangements and above and below ground pipework with




sufficient space in Area B to accommodate three further PIG Traps to be built at a later date.

2.7.8 A permanent road access will be required. This will involve a new access road from Wade House Lane (adopted highway, unclassified road), around the western edge of a field to cross an existing track before entering the multi-junction site. This will require a new junction onto the public highway and modification of the existing public highway junction between Wade House Lane and the A645.

2.8 BARMSTON PUMPING STATION DESCRIPTION

2.8.1 A Pumping Station is required both to maintain the pressure of liquid Carbon Dioxide within the pipeline for transportation offshore and to enhance the volumes of Carbon Dioxide that can be transported by the pipeline for offshore storage. The design assumptions are that the design pressure of the in-coming onshore pipeline will be up to 150 bar gauge and the design pressure of the out-going offshore pipeline will be up to 200 bar gauge.

2.8.2 The Pumping Station will be designed to accommodate future demand, however, not all the components will need to be constructed straight away.

2.8.3 The conceptual design shows that the Barmston Pumping Station would occupy a 14.4 hectare site including an installation compound surrounded by a security fence (weld mesh with 3 strands of barbed wire at the top), a 2m sterile strip and landscaped planting areas. The installation would accommodate (but not be limited to) an administration and control building, workshop, pump units and variable speed drives, PIG Trap arrangements and above and below ground pipework, filtering and metering equipment, cooling system, analyser building, air and nitrogen receivers, nitrogen and instrument air building, vent stack and electricity sub-station.

2.8.4 A permanent road access will be required. This will involve upgrading Sands Road (adopted highway, unclassified road/ track) and a new access into the pump station site. This will require a new junction onto the public highway at Sands Road which is currently an unsurfaced track, some upgrading and modification of the public highway may be required. This will be subject to agreement with the Highways Authority.




3.1 GENERAL PIPELINE CONSTRUCTION METHODOLOGY

Background

3.1.1 Cross-country pipeline construction is a well-established technique that can be applied to all welded steel pipelines whether they carry natural gas or Carbon Dioxide. Construction is undertaken on a “production line” basis i.e. by a series of different specialist ‘crews’ who each perform a specific function and move along the pipeline route in order (see Figure 2 Pipeline Construction). Individual operations can move forward at a rate of 500 m to 1 km a day depending on the ground conditions and in the case of welding, the pipe diameter. The detailed make-up of the workforce has yet to be determined, but in general terms the following crews will be employed for the construction of a pipeline including but not limited to:

• survey (to peg the route and locate and mark existing services); • working width preparation; • fencing; • pre-construction drainage; • topsoil strip; • archaeological surveys and watching brief; • levelling and benching; • breaking up of rock (if encountered); • pipe stringing (lay out the pipe along the working width); • field bending (i.e. pipes bent to angles previously determined by the

bending engineer); • welding and inspection (end preparation, front end welding, back end

welding, fabrication welding); • non-destructive weld testing; • joint coating; • dewatering (well-point de-watering, pumping and discharge); • trench excavation; • lower and lay; • backfill (sand padding); • pipeline tie-ins; • re-grading of soil;

3 Construction of Pipelines




• post-construction drainage; • reinstatement (cross-ripping of subsoil and reinstatement of topsoil,

boundary walls, hedges and fences); • hydrostatic testing and final tie-ins (swab and gauge pipeline test

sections, fill, test and dewater); and • commissioning (final gauge plate and calliper surveys, drying and

commissioning) . 3.1.2 In addition, special crews will be established for operations such as

crossings (e.g. road, rail, river, canal). These activities are normally carried out independently of the normal sequence of works.

Figure 2 Pipeline Construction




3.1.3 The following sections describe normal pipeline construction methodology.

Pre-construction Works

3.1.4 Ahead of construction, the route will be surveyed and pegged out. This will establish the precise alignment, particularly in relation to field boundaries, mature trees and environmentally sensitive sites. Where practical use will be made of existing gaps in hedgerows, mature trees, springs, seepage lines and rocky outcrops will be avoided. Water supplies fed by springs or wells used for farming processes or domestic supplies will be surveyed and monitored before, during and after construction, as necessary.

3.1.5 Prior to construction the location and condition of existing land drainage will be established and a record of condition compiled. Where necessary, new field drains will be installed to:

• enable the farmer’s current drainage system to continue working throughout the period of pipeline construction;

• help prevent damage to the soil structure; and • aid recovery from construction activity.

3.1.6 A specialist drainage contractor will carry out the work. Permanent records of the land drainage locations will be produced.

3.1.7 In addition a number of engineering surveys will be carried out including surveys to locate existing services and geotechnical surveys to establish ground conditions using trial pits and boreholes.

3.1.8 Prior to construction Pre-entry Meetings will be held with landowners/farmers to seek to agree requirements for land drainage, temporary fencing, accesses, monitoring of water supplies, temporary water supplies and reinstatement.

3.1.9 If appropriate, bio-security measures will be implemented through liaison with the Department for Food and Rural Affairs’ (DEFRA) Animal Health and Veterinary Laboratories Agency.

3.1.10 Where practical National Grid will seek to agree the measures set out above with the landowners/occupiers through the appointed Agricultural Liaison Officer.

Temporary Construction Compounds

3.1.11 Prior to construction each contractor will set up a temporary construction compound (pipe store and office area) of approximately 4.0ha. The area




estimated is based on National Grid custom and safe working practise and is required to accommodate:

• site office, welfare and security facilities; • power supplies; • enclosures; • pipe, equipment and fittings storage; • plant storage; • fabrication area; • waste storage areas; • spoil storage areas; • internal haul roads; • access parking; • vehicle maintenance area including washing facilities; and • water management areas.

3.1.12 Locations for temporary construction compounds for the pipeline contractors have been identified at:

• Tollingham Industrial Estate (comprised in Work No.7 of Schedule 1 of the draft DCO(Document 3.1))

• Driffield Barracks (comprised in Work No. 12 of Schedule 1 of the draft DCO (Document 3.1))

3.1.13 Post construction, temporary construction compounds will be reinstated to the conditions which prevailed at the commencement of the works.

Working Width Preparation

3.1.14 All construction activities will normally be undertaken within a fenced strip of land, known as the working width. This will generally be 36m wide although this may be narrowed in areas with particular constraints or to minimise impacts to sensitive sites. A reduced working width can be used for short sections where for example storage of topsoil or trench material can be accommodated in adjacent sections where the working width is wider.

3.1.15 A wider working width is necessary at some locations for example road, watercourse, railway and service crossings, in areas of side slopes, at some hedge crossings and at some intersection points (Ips) where the pipeline route changes direction, in order to facilitate safe working, storage, manoeuvring and parking.

3.1.16 At special crossings, the working width would be increased to 51m (on both sides of the crossing) so as to provide a laydown area for pipe The length of




the widened section of working width will be 1.5 times the width of the crossing, with a minimum length of 30m. For special crossings such as the River Ouse and River Hull larger working areas will be required.

3.1.17 Access points will be created onto the working width at road crossings. The access opening at road crossings will generally be a double gate width of approximately 12m. This width, together with a set-back, will provide adequate turning radii for HGV’s at access points to the right-of-way. Areas of hardcore will be provided to allow parking for construction vehicles off public roads.

3.1.18 Working width preparation involves the clearance of field boundaries and the ‘fluming’ or bridging of watercourses. The cleared section of hedges or walls will be less than the total working width. The length of the gap will depend on the angle of the boundary to the working width. At field boundaries this will typically be 20m where hedgerows are crossed at right angles and greater where hedges are crossed at an angle. At major roads approximately 25m will be required where access is required for pipe and plant delivery, however, a 15m gap is more likely at small road crossings. Hedgerows and scrub within the working width will be removed or flailed / coppiced in winter to deter nesting birds.

3.1.19 Existing third-party services will be located and marked. Warning posts and barriers will be erected for overhead cables and temporary crossing points indicated.

3.1.20 If appropriate, ditches / small streams will be flumed by the installation of temporary pipes and ramped over to create a continuous running track for construction vehicles and allow continuous flow of water within the ditch, with permission of the relevant regulatory authority (Environment Agency/ Internal Drainage Board / Lead Local Flood Authority as appropriate). Where necessary, imported materials will be laid on geotextile sheet to facilitate their removal at the end of construction.

Fencing

3.1.21 The temporary working width will be clearly marked with demarcation fencing or stockproof fencing will be erected in areas grazed by livestock.

3.1.22 Stiles, gates or gaps will be incorporated into the temporary fencing to maintain access to farm tracks and, where required, to maintain access to public rights of way as agreed with local authorities. Where feasible, additional access points will be provided to allow access across the pipeline and thereby mitigate field severance.




3.1.23 Where hedge lines have been removed, at road crossings and accesses, temporary gates will be installed to prevent unauthorised vehicle access to the working area. These gates will be maintained by the contractor throughout the construction period and will only be open for access.

3.1.24 Before breaking into existing fences, walls and hedges, all temporary fencing shall be securely tied into existing fences, walls and hedges. Sections of strained wire fence shall be removed and restrained.

3.1.25 Throughout this project, National Grid will seek to agree the measures set out above with the landowners/occupiers.

Topsoil Stripping

3.1.26 The topsoil will be stripped across the working width, using appropriate earth moving equipment. The width of topsoil to be stripped should generally be that required to contain the trench, the pipe sections, the excavation plant, the temporary running track and the width required for stacking the subsoil. The full depth of the topsoil will be stripped and stored carefully to one side of the working width in such a way that it is not mixed with subsoil or trafficked over by vehicles or plant. Typically the topsoil bunds will be 8 m wide and up to 4 m high to avoid compaction from the weight of the soil. Storage time will be kept to a practicable minimum to reduce the risk of physical damage and compaction. Gaps are left in the topsoil heap to prevent flooding and ponding. Uncultivated soil, for example topsoil stripped from hedgerow banks, conservation road verges, the banks of watercourses or woodland strips will be stored separately from other excavated material.

3.1.27 Following topsoil stripping, some areas of the working width may be benched (levelled) or graded to enable safe working.

Temporary Access Roads

3.1.28 In general, access will be restricted to the fenced working width and vehicles will use the running track. Access will be gained to and from the public highway at road crossings. Where the proposed pipeline route crosses a public road a temporary access will be created. (See Typical Temporary Access from Highway Drawings No. 10-2574-STD-01-0314 and 0315).

3.1.29 In some areas along the proposed pipeline route however, temporary access roads between public highways and the working width may be required to aid the movement of machinery and materials.




3.1.30 The method of construction for temporary access roads will be dependent on the particular ground conditions. This can vary from stripping the topsoil to allow vehicles to run on the subsoil, to bogmats or a thickness of crushed stone overlaying a geotextile membrane.

3.1.31 At site accesses suitable supervision will be provided to ensure that traffic is controlled at access points to the pipeline and AGIs during construction (e.g. banksman checking road traffic and controlling construction vehicle movements) and mud deposits on the roads are minimised. Where required traffic signals (in accordance with New Roads and Street Works Act (NRSWA)) or stop-go boards will be used to control road traffic. Road signs will conform to Chapter 8 (Traffic Signs Manual 2009) and NRSWA.

Pipe Delivery, Stringing and Bending

3.1.32 The pipe storage yards will be located at the Temporary Construction Compounds at Tollingham and Driffield, at temporary construction yards associated with the AGIs and near the landfall. The pipe will be delivered from the pipe manufacturer to the pipe storage yards prior to construction. The pipe will be manufactured in approximately 12m and 18m lengths.

3.1.33 The pre-coated pipe will be delivered by lorry to designated road access points to the working width. Pipe sections will then be delivered to their final location along the working width where they are placed on wooden supports or skids along a line parallel to the trench line in preparation for welding and lowering into the trench.

3.1.34 At agreed crossing points, gaps will be left in the stringing of the pipes to permit the passage of the landowners or occupier’s equipment and/or livestock across the working width.

3.1.35 If ground conditions are soft or rough the pipe will be off-loaded at designated crossings, and transported along the working width using pipe carriers.

3.1.36 The contractor will prepare a Traffic Management Plan that will be discussed and agreed with the relevant Highway Authorities.

3.1.37 Generally where bends are required for changes in direction or topography, they will be made from the new pipe on site with a bending machine. This is called field bending.

3.1.38 In some cases, however, such as deep crossings, factory-manufactured bends may be required. These will be transported to site and placed in position.




3.1.39 In proximity to residential areas, and in other areas as appropriate such as road, rail, waterway and ditch crossings, and where ground conditions dictate, thicker-walled pipe will be utilised where required by the design code (PD 8010:Part 1 2004).

Welding, Non-destructive Testing and coating

3.1.40 The pipe lengths will be delivered pre-coated externally with a factory applied fusion bonded epoxy (FBE) coating. Following stringing, the pipeline sections will be welded together. All the welds will be ultrasonically tested and any faults will be repaired or the weld replaced and the weld re-tested. Less typically, x-ray (in accordance with the Ionising Radiation Regulations 1998) may be used to test welds. All x-ray testing must be carried out in safe areas away from site. The weld will then be cleaned and an approved protective coating applied over the weld. Works will be planned to avoid welding / coating in close proximity to watercourses. However where this is unavoidable, sheeting will be used where a weld coincides with a watercourse to prevent the inert shot blast or coating materials entering the watercourse. Prior to installation the integrity of the coating will be electronically checked (Holiday detection). Welding and testing will only be undertaken by fully qualified and approved staff.

Trench Excavation

3.1.41 The pipe trench will be dug either with trenching machines or mechanical excavators straddling or standing alongside the pipeline centreline. The depth will be variable but will allow a minimum reinstated cover of 1.2 m over the top of the pipeline in agricultural land (see Section 3.3 Depths of Cover).

3.1.42 The material excavated from the pipe trench will generally be stored on the opposite side of the working width from the topsoil to prevent mixing of subsoil and topsoil, which might hinder reinstatement. If during the excavation of the trench, the upper layers of the subsoil are of significantly better quality than the lower layers, the layers will be excavated and stored separately to allow them to be replaced in the same position as prior to removal.

3.1.43 The pipe trench will be left open for the minimum length of time as is practicable.

3.1.44 Approximately 25% of the pipeline route has bedrock close to the surface (predominantly Cretaceous Chalk). The excavation of the trench through soft or fractured rock, or (if encountered) harder rock near the surface, will




need operations to break up and loosen it enough to be excavated prior to stringing of the pipeline.

3.1.45 Areas of angular gravels, flint and chert have been identified along the route. In areas where angular rocks or sharp stones are encountered, the pipe will need to be bedded on and surrounded by sand or similar material to prevent damage to the pipe and coating. Where practicable screened / crushed excavated materials will be used to provide the bedding.

3.1.46 Should ground conditions warrant it, trench supports and close sheet piling along the sides of the pipeline trench would be used to aid construction and provide a safe working environment.

3.1.47 In some wet areas, or areas of high water table, de-watering of the pipe trench and excavations may be required. De-watering and discharge of water will be carried out to the requirements and statutory regulations of the Environment Agency. Current estimates based on initial groundwater monitoring indicate that up to a third of the route will require some form of groundwater control for temporary works. Further ground investigation surveys and groundwater monitoring will be undertaken to inform the detailed design.

3.1.48 Drainage cut by the trench or other drains not intercepted by the pre-construction drainage will be marked for later replacement.

Lower and Lay

3.1.49 Following trench excavation the welded pipe sections will be carefully lowered into the trench in a continuous operation using sideboom tractors or equivalent plant. The lengths of pipeline are welded together to form a continuous pipe string ready for hydro-testing operations.

Backfilling

3.1.50 The pipe trench will then be backfilled, where possible with the material taken from the trench in the reverse order in which it was excavated. Sand (or similar material) padding and surround may be used to protect the pipe if the backfill material is particularly unsuitable and in areas of rock. An ‘ozzie padder’, or similar equipment, will be used to screen excavated material to produce suitable fine-grained fill for pipe surround and bedding.

3.1.51 The backfilled materials will be consolidated in layers by tamping or rolling to ensure consolidation comparable with the adjacent subsoil. Any excess material may be spread within the working width, and to ‘crown’ the trench to allow for settlement and to aid consolidation.




3.1.52 Where necessary, outfall drains will be re-connected across the trench as part of the backfill operation.

Post Construction Drainage

3.1.53 Where necessary additional post construction drainage will be laid within the working width to ensure that the integrity of the drainage infrastructure affected by construction is adequately restored. Detailed drainage design will have regard to soil type, existing drainage systems and land levels. Where drains have to cross the working width drainage pipes will be adequately supported across the reinstated trenchline.

3.1.54 Where there is a risk of the trench itself acting as a drain, with the risk of undermining the pipe, impermeable barriers will be installed to prevent water migration along the trench line. These barriers may be tied into the post construction drainage scheme if necessary.

3.1.55 Throughout this project, National Grid will seek to agree land drainage matters with the landowners/occupiers.

Reinstatement

3.1.56 After re-grading of the working width to reflect the original profile, subsoil will be ripped to relieve compaction and stones (greater than 50mm) and debris will be removed prior to topsoil replacement. Topsoil will be re-spread across the working width to its former depth. After replacement, the topsoil will be cultivated and stone picked as necessary. The separately stored topsoil from uncultivated areas including hedgerow banks and banks of watercourses will be spread back over the areas from which they were taken.

3.1.57 Agricultural areas will be returned to their former land-use as rapidly as possible. Generally on arable land the fences are taken down to allow the cultivation of the field as a whole whereas on permanent pasture the fences are retained in order to restrict access to livestock until the re-seeded sward has sufficiently recovered to withstand grazing pressures. National Grid will seek to agree these procedures with the landowner/occupier before work begins.

3.1.58 All temporary materials such as bog mats, road fill, temporary culverts and geotextile membrane, etc. will be removed during the reinstatement works.

3.1.59 The replacement of field boundaries is important to reduce the visual impact of the pipeline. Fences will be reinstated to meet the landowner/occupier’s requirement using materials that match the existing fence where




appropriate. Gaps in hedges and other woodland features will be replanted using a mix of native woody species to match the adjacent hedge or woodland. Replanting will be undertaken using either container grown stock or quality open grown stock, and followed by good maintenance and weed control. Where appropriate replanted areas and hedgerows will be protected with rabbit-proof fencing to protect the new growth from grazing and browsing animals. Vegetation along the banks of watercourses will be reinstated, as necessary and in accordance with the requirements of the Environment Agency/ Internal Drainage Board/ Lead Local Flood Authority, as appropriate.

Integrity Testing and Inspection

3.1.60 The pipeline will be internally cleaned in sections to ensure removal of all debris. It will then be hydrostatically tested to prove its integrity in accordance with the relevant specifications. Water required for testing will be sourced and discharged from the same catchment location or sourced from groundwater and discharged with the agreement of the Environment Agency and the quality of the water being discharged will be monitored. All necessary licenses and consents will be obtained. (See Section 3.5 Pipeline Testing Procedure).

Pipeline Markers

3.1.61 During the reinstatement of boundaries, pipeline markers will be installed to indicate the route for future monitoring by air and line-walking. Boundary marker posts will be supplemented by aerial marker posts. Marker posts will be located at all boundaries and other strategic locations for example main rivers, road and rail crossings. Cathodic protection system test posts will also be installed, and located so as to minimise interference with agricultural activities. (Cathodic protection is a method of protecting the pipeline from corrosion using an impressed current and/ or sacrificial anode system. See Section 3.7 Corrosion Protection.)

3.1.62 The local environment shall be taken into account when positioning marker posts. Ground conditions, terrain (eg. Hilly/flat areas) and trees/shrubs/crops shall be considered when positioning marker posts so that they do not cause an obstruction in the line of sight.

Visibility of Marker Posts

3.1.63 A general principle for visibility is that from any location along the pipeline route at least one marker post shall be clearly visible in both directions.

3.1.64 In rural areas, to minimise disruption to Landowners, Tenants and the Farming Community, marker posts should be sited at field boundaries. The




posts should be sited sufficiently clear of natural boundaries such as hedges and shrubs to avoid becoming overgrown and obscured.

3.1.65 The route of a pipeline through a road, rail, or other crossing, should be marked so that the pipeline position is clear to anyone carrying out works in the vicinity. This may be achieved using a combination of aerial markers and field boundary markers to supplement the general route marking.

3.1.66 The position of a pipeline entering an Above Ground Installation, including smaller sites such as block valve compounds, should be clearly marked against the installation fence.

Types of Marker Posts

3.1.67 According to National Grid Specification NGC/SP/PIP/31 – Specification for Carbon Dioxide Pipelines Marker Posts, there are principally 3 types of marker posts.

Aerial markers

3.1.68 Aerial markers are typically a 100mm diameter white plastic post which stands approximately 2m above ground level with a label which identifies the presence of a high pressure pipeline and provides the emergency contact. Aerial marker posts are located at suitable intervals along the pipeline route of the pipeline with a maximum spacing of 1 km. They are also typically placed either side of river crossings and as near as practicable to any change in direction of the pipeline route or at the nearest boundary crossing.

Boundary Marker Posts

3.1.69 The majority of boundary markers are typically manufactured using concrete or High Density Polyethylene (HDPE) and stand approximately 0.6m above ground. Boundary marker posts have a faceplate which identifies the presence of a high pressure pipeline and provides the emergency contact number.

Cathodic Protection Posts

3.1.70 Cathodic protection posts are similar in design to the boundary markers but are made of Medium Density Polyethylene (MDPE) or concrete, stand approximately 0.6m above ground and have a hollow section to accommodate remote logging equipment and enable cables attached to the pipeline cathodic protection (CP) system to be brought into the posts for monitoring the levels of the pipeline’s CP. The posts are usually situated at easily accessible locations.




3.1.71 For cross country pipelines, test points should be at approximately 1 km separation.

3.1.72 Test facilities should also be located at the following locations:

• Areas that may be affected by stray direct current (DC) earth currents.

• Metallic sleeves. • Insulation joints. • Crossing points with other cathodically protected structures i.e. other

pipelines. • Where sheet piling is to be left in situ following construction. • Road, rail and river crossings. • Bond connections.

3.1.73 Additional test points may be required to facilitate close interval potential surveys (CIPS), a test used to detect CP defects (in accordance with National Grid Procedure NGC/MP/ELEC/03 Management Procedure for the Maintenance and Monitoring of Cathodic Protection for Carbon Dioxide Steel Pipeline Systems).

3.2 SPECIAL CROSSINGS

3.2.1 The trenching methodology described in Section 3.1 is modified for road, railway, river, canal, ditch and service crossings. Typical methods of construction fall into two categories, open cut and non-open cut (or trenchless), both of which are described in Appendix B.

3.2.2 The adopted methods of construction will depend on topography, existing services, and site investigation information and on the requirements of the appropriate consenting authorities.

Open Cut Crossings

Watercourses – Dry Open Cut

3.2.3 Most minor watercourse/ditch crossings will be carried out using a dry open cut trench methodology. In dry open cut methods water flow is maintained by damming and over pumping or using temporary “flume” pipes installed in the bed of the watercourse. Details of these methods are outlined in Appendix B.

Roads – Open Cut

3.2.4 The majority of roads will be crossed by a non-open cut technique. Open cut methods are proposed to cross the following minor roads:




• Pear Tree Avenue, Long Drax (Work No. 3B / ST1- ST2) • Brickhill Lane, Drax (Work No. 3F / ST3 – ST4) • Kiplingcotes Lane, Market Weighton (Work No. 8H / ST5 – ST6) • Kiplingcotes Racecourse Road, Etton (Work No. 8J / ST7 – ST8) • Park Road, South Dalton (Work No. 8K . ST9 – ST10) • Holme Wold Road, Holme on the Wolds (Work No. 8L / ST11 –

ST12) • Unnamed Road from Bracken Lane to Burnbutts Lane, Watton (Work

No. 10F / ST13 – ST14)

3.2.5 These will require a temporary road closure during the crossing works. For the location of these road crossings denoted by “ST” numbers refer to Access, Rights of Way and Temporary Stopping Up Plans Drawing Nos. 10-2574-GND-01-05-0061 to 0062 and 0073 to 0077. For Work numbers refer to Works Plans 10-2574-GND-01-05-0031to 0032 and 0043 to 0048.

Trenchless Crossings

3.2.6 There are several non-excavation construction techniques. These include auger boring, grundoram, tunnelling including pipe-jacks, microtunnelling; direct pipe and horizontal directional drilling. These techniques vary in the method used to install the pipeline without disturbing the surface. Details of these methods are outlined in Appendix B.

3.2.7 Trenchless methods will be used to cross the majority of the roads, live railways, and the main watercourses (see Appendix A). Generally, all non-open cut crossings are constructed at a minimum depth of 1.7 m under small watercourses and ditches, 2 m below roads and main rivers and 4.3 m below railways. However, where applicable, the actual design will be submitted to the appropriate body for approval prior to construction.

Main Watercourses

3.2.8 For main watercourse crossings the Environment Agency (or relevant Internal Drainage Board (IDB) / Lead Local Flood Authority) will be consulted during the detailed design stage to discuss methods and to obtain the relevant consents. For the Onshore Scheme the techniques to be used for the crossing of watercourses have yet to be determined. However all main rivers and where practicable Water Framework Directive (WFD) designated watercourses will be crossed using non-open cut methods and the majority of minor watercourses and ditches will be crossed using dry open cut methods. For a list of Main Rivers and WFD Designated watercourses crossed by the proposed Cross Country Pipeline see Appendix A.




3.2.9 The River Ouse is likely to be a horizontal directional drill (HDD), this will require a large area of temporary land take on either side of the proposed crossing to accommodate the equipment, drilling fluid management system and laydown area for the pipe. A length of pipe the width of the crossing has to be laid out and welded above ground before being pulled through the drilled bore in one continuous operation.

3.2.10 The River Hull / Driffield Canal is proposed to be a combined crossing. Tunnelling or HDD techniques are currently under consideration for this crossing which would install the pipeline under Main Drain, the River Hull, Driffield Canal and the B1249 Frodingham Road in one operation. Geotechnical bore hole surveys conducted to date have indicated that extensive de-watering would be required to allow excavation of shafts and tunnelling to be carried out in dry conditions. Allowance has been made to accommodate the lagoons and water management systems that would be required within the Order Limits.

3.3 DEPTHS OF COVER

3.3.1 Cross country pipelines are typically laid as close as reasonably practicable to the minimum depths of cover outlined in National Grid Specification NGC/SP/PIP/30 Specification for Carbon Dioxide Pipelines Design.

Cross Country Pipelines

3.3.2 The pipeline will be laid to contour at a depth of cover of not less than 1.2 m from the original surface to the top of the pipe. The trench will be excavated so that pipes are evenly bedded throughout their length. Minor variations in contour will be excavated in order to minimize field bending.

Highways

3.3.3 Highway crossings vary from unclassified public highways to motorways. The minimum depth of cover for a public highway is 2m. The depths of highway crossings are also influenced by third party services and the depth of adjacent ditches present.

Third Party Services

3.3.4 Third party crossings may be crossed using open cut or non-open cut techniques. The crossing methods to be employed will be determined once geotechnical data and trial holes are completed and ground condition have been established. From a cathodic protection perspective the minimum separation distance between the pipe and third party services is 0.6m, however the actual separation distance is determined by the third party requirements (typically greater than 1m separation is required) and ground




conditions. The majority of services are located within the first 2m of cover; however this is not wholly inclusive, some infrastructure (sewers for example) can be significantly more. Where infrastructure is greater than 5m deep, the pipeline should cross over the top.

3.3.5 The crossing of third party services will be subject to protective provisions as set out in Schedule 11 of the draft DCO or by separate agreement set up with individual utilities or statutory undertakers.

Watercourses – Main Rivers

3.3.6 Watercourse crossings can be several hundred metres in width requiring specialist crossing techniques such as horizontal directional drill (HDD), pipe-jacking or tunnelling. The depth and length of the crossing is influenced by; the true clean bottom of the watercourse, the ground and groundwater conditions, whether the watercourse is navigable, the Environment Agency’s requirements and the flexibility (bend radius) in the pipe and installation equipment.

3.3.7 For main rivers the pipeline should be located at such a depth as to give a depth of cover of not less than 2 m from the true clean bottom of the water course, after the removal of any silting, to the top of the pipe, and to maintain a depth of cover of not less than 1.2 m in the adjoining fields.

3.3.8 For tunnels the main river crossings will be set back a minimum distance of 10m from river banks / flood defences to comply with Environment Agency requirements. The set back distance will be considerably greater for HDD (typically 100m) to enable the parabolic trajectory of the pipe to reach the required depth under the watercourse.

Ordinary Watercourses

3.3.9 For ordinary watercourse and ditches, the pipeline should be located at such a depth as to give a depth of cover of not less than 1.7m from the true clean bottom of the water course, after the removal of any silting, to the top of the pipe, and to maintain a depth of cover of not less than 1.2m in the adjoining fields.

Rail Crossings

3.3.10 The minimum depth of cover required over the pipeline at railway crossings will be determined by Network Rail requirements specified in the “Design and Construction of Undertrack Crossings” NR/SP/CIV/044 and site specific conditions. Until ground and seasonal groundwater conditions and




geotechnical information are known the pipe depth of cover cannot be determined.

3.3.11 According to Network Rail specification NR/SP/CIV/044 pipelines, shall be laid at a minimum depth of 1.8m below the underside of the railway sleeper unless otherwise justified by a risk assessment. Where reasonably practicable, Network Rail recommend the minimum depth for non-open cut crossings methods shall be 4.0 m from the highest part of the undertrack crossing to the underside of the railway sleeper.

3.3.12 Various crossing techniques can be used to cross Network Rail infrastructure. Historically rail crossings have been successfully undertaken using a microtunnel technique on previous National Grid projects. It is therefore likely that a microtunnel using a 1500mm diameter concrete sleeved tunnel housing the 600mm diameter steel pipeline, with a fully grouted annular space, would be designed for both railway crossings.

3.3.13 The crossing design (including the length, depth and crossing method) and construction arrangements will be subject to a basic asset protection agreement between National Grid and Network Rail. The detailed design of the tunnels shall be agreed in the form of an “Approval in Principle” obtained from Network Rail as outlined in Network Rail standard for “Engineering Assurance of Building and Civil Engineering Works” NR/L2/CIV/003 and controlled by form NR/L2/CIV/003/F001.

3.4 DURATION OF CROSSINGS

3.4.1 Estimated duration of works for the following crossings:

River Ouse HDD 2 -3 months

River Hull Microtunnel 3 months

Railways Microtunnel 2 months

Road / Watercourse Auger Bore 2 weeks

Road / Watercourse Open Cut 1 day installation 3 days including preparation

3.5 PIPELINE TESTING PROCEDURE

3.5.1 After the pipeline has been laid it will be cleaned and tested. This will take the form of a hydrostatic test (undertaken in sections) which involves filling the pipeline completely with water and raising the pressure to a pre-specified level for a 24 hour period. Before hydrostatic testing the pipeline will be cleaned and internally checked using air driven cleaning and gauging equipment known as ‘PIG’ (Pipeline Internal Gauge).




3.5.2 Typical solid wastes from the pigging operation prior to hydrostatic test will be mill scale, weld splatter, rust and other such debris. Arrangements will be made at the test locations to contain and collect this waste for subsequent disposal to an appropriately licensed waste facility.

3.5.3 The pipeline will be tested in a number of separate sections, which will be determined by the topography of the pipeline route and sources of water for the hydrostatic test. The contractor will consult the Environment Agency to locate an appropriate source of water. This will be considered further at the detailed design stage. Abstraction and discharge licences and consents will be applied for in accordance with Environment Agency requirements.

3.5.4 After successful cleaning, the pipeline is filled with water and pressurised for the designated test period. The pipeline is then depressurised under controlled conditions and the water discharged. Prior to discharge, the water will be analysed to check quality. Filters and break tanks may be used to control the rate of discharge and remove any solids.

3.5.5 The River Ouse has been identified as a potential water source for the southern pipeline sections; potential water sources for the northern pipeline sections have yet to be determined. These will be identified and discussed with the Environment Agency and relevant IDB/LLFA as appropriate. An option is to use water abstracted during de-watering operations required to facilitate safe and dry working conditions for pipeline construction e.g. the special crossing at the River Hull and Driffield Canal.

3.5.6 Water would be abstracted at a rate agreed with the Environment Agency; lagoons may need to be constructed to hold water until sufficient volumes are available to fill test sections. Water will be returned to source after testing. Discharge rates will be agreed with the Environment Agency and measures may be taken to aerate the water and minimise risk of scour to bed and banks in accordance with Environment Agency requirements.

3.6 COMMISSIONING

3.6.1 On completion of hydrostatic testing and discharge of test water the separate test sections will be welded together to form a complete length of pipeline.

3.6.2 A final gauge plate survey is carried out. This involves an aluminium gauge plate being passed through the pipeline with a diameter 5% less than the smallest internal diameter of the pipeline. If the plate is damaged indicating a defect in the pipeline, sections of the pipeline are cut up and re-tested until the damaged section is found. Alternatively a mechanical calliper PIG is used to locate the damage. The calliper survey will give a fingerprint of




the pipeline, picking up welds, changes in wall thickness and any dents. (See Section 3.7 In-line Inspection).

3.6.3 It is important at this stage to remove all traces of water to ensure dry Carbon Dioxide is transported on commissioning. The pipeline will therefore be swabbed to remove residual water by passing through specially designed PIGs propelled by compressed air.

3.6.4 This is followed by pre-commissioning, which is the process by which the pipeline is conditioned ready to receive Carbon Dioxide. This is carried out by a specialist contractor, by a combination of air drying and vacuum drying, or other suitable processes.

3.6.5 Air-drying is achieved by the introduction of super dry air along the pipeline in order to carry the residual moisture to a suitable venting point. Vacuum drying involves reducing the pressure within the pipeline by gradual removal of air using a vacuum pump. This lowers the boiling point of the residual water causing it to vaporise and hence be removed.

3.6.6 Once this is achieved, the pressure in the pipeline can be equalised by the use of dry air or nitrogen. After drying, the pipeline may be filled with nitrogen prior to being commissioned with Carbon Dioxide. The nitrogen may be compressed to 60 bar and then vented from the pipeline to allow the pipeline to fill with Carbon Dioxide. Venting will take place offshore.

3.7 CONDITION MONITORING

Corrosion Protection

3.7.1 Two anti-corrosion methods will be used to ensure the integrity of the pipeline. Firstly, the pipe will be coated in the factory with a fusion-bonded epoxy coating system. After testing of the welds, the bare welds are field-coated to an equivalent standard by a specialist field team, using a mobile coating rig. Prior to lowering the pipe into the trench testing is undertaken of the pipeline coating.

3.7.2 The second method is the use of a cathodic protection (CP) system. This system, reverses corrosion currents present in the soil by the creation of a pipe to soil negative potential. There are two types of CP system, sacrificial anode and impressed current. The design of the cathodic protection system will be to National Grid specifications and the recommendation of BS 7361 Part 1, 1991.

3.7.3 Ground beds for the impressed current cathodic protection system will be located within 150m of the block valve sites. Sacrificial anodes will be




located at pre-determined places along the route of the pipeline and within AGIs.

3.7.4 A close interval electrical potential survey of the pipeline will be undertaken as soon as possible after commissioning of the cathodic protection system, in order to validate and provide a finger print of the cathodic protection system. The system will be revalidated by subsequent surveys at intervals not exceeding ten years.

In-line Inspection

3.7.5 In-line inspection involves passing an inspection vehicle, known as an intelligent PIG, through the length of the pipeline. This vehicle records, describes and sizes any pipeline defects and also locates them with a high and consistent degree of accuracy.

3.7.6 There will be a complete run through the pipeline by an intelligent PIG in order to produce a ‘finger print’ to give an indication of initial condition within the first twelve months of pipeline operation. Subsequent runs will compare the information recorded against the ‘finger print’ to give an indication of deterioration.

3.7.7 The pipeline will be designed, constructed and tested to the highest standards at every stage before it enters operation but it is also essential to preserve pipeline integrity in order to maintain flow of Carbon Dioxide and to maintain adequate levels of safety. Any deterioration in structural condition must be anticipated and the use of the on-line inspection vehicle is an efficient means of achieving this and ensuring that the pipeline is fit for purpose.

3.8 PROGRAMME OF PIPELINE CONSTRUCTION

Pipeline construction will be programmed for completion in one pipeline construction season (April – end of September). With some preliminary works being undertaken prior to construction such as hedgerow removal which needs to be conducted before March to avoid the bird nesting season.




4.1 CONSTRUCTION OF ABOVE GROUND INSTALLATIONS

4.1.1 The above ground installations (AGI) will be designed and constructed in accordance with PD 8010:Part 1 2004 Code of Practice for Pipelines – Steel Pipelines on Land and, where appropriate, the American Society of Mechanical Engineers piping code ASME B31.3 on Process Piping.

4.1.2 Descriptions of the above ground installations are provided in the Design and Access Statement (Document Reference 7.3).

4.1.3 This section relates to the construction of:

• Drax PIG Trap (Work No, 1A • Tollingham Block Valve (Work No.6A); • Dalton Block Valve (Work No.9A); • Skerne Block Valve (Work No. 11A); and • Camblesforth Multi-junction (Work No. 4A)

Phasing of Multi-junction Construction

4.1.4 The Camblesforth Multi –junction has been designed on a flexible basis. The site will be large enough to accommodate up to five PIG Trap arrangements, however, initially only two PIG Trap arrangements will be installed. There will be sufficient space within the initial security fence to install the additional three PIG Trap arrangements, without the need to extend the site.

4.1.5 The additional three PIG Trap arrangements can either be installed all together in the same construction period or installed separately depending on requirements. Adequate isolation valves are provided to allow, if required, the following phasing of the Camblesforth Multi-junction:

• Phase 1 – Installation of first two PIG Trap arrangements inlet from Drax and outlet PIG trap to Barmston.

• Phase 2 – Installation of additional 3rd PIG Trap arrangement • Phase 3 – Installation of additional 4th PIG Trap arrangement • Phase 4 – Installation of additional 5th PIG Trap arrangement

4 Constructing Pipeline Installations




4.1.6 Phases 2, 3 and 4 can be installed all together or separately depending on requirements.

4.1.7 The landscape proposals have also been designed to allow the main screening elements to be retained during subsequent phases of construction.

Temporary Construction Compound

4.1.8 At each AGI a temporary construction compound and laydown area will be required with an estimated area 2.5 times the size of the installation footprint. The area estimated is based on National Grid custom and safe working practise and is required to accommodate:

• site office, welfare and security facilities; • power supplies; • enclosures; • pipe, equipment and fittings storage; • plant storage; • fabrication area; • waste storage areas; • spoil storage areas; • internal haul roads; • access parking; and • water management areas.

4.1.9 At Drax PIG Trap AGI the construction compound and working area required for the AGI and connecting pipeline sections will overlap with the temporary laydown areas required for the White Rose CCS Project. The construction works will be co-ordinated with that for the White Rose CCS Project to ensure adequate space and access for the construction of both developments. National Grid is in consultation with the White Rose CCS Project and together intend to agree an integrated programme and framework to manage the two construction procedures. Mechanisms will be in place for the co-ordination of those works.

AGI Access for Construction

4.1.10 Temporary access will be required off the public highway during construction. This will either be gained via the pipeline working width; via an existing access track; or via a new access.




Drax PIG Trap ‐ existing track off New Road; Tollingham Block Valve ‐ pipeline working width / new access

track off Skiff Lane; Dalton Block Valve ‐ pipeline working width / new access

track off Lund Wold Road; Skerne Block Valve ‐ pipeline working width/ existing access

track off Main Street, Skerne; Camblesforth Multi-junction ‐ pipeline working width / new access

track off Wade House Lane/A645.

AGI Construction Process

4.1.11 Construction will follow the following sequence:

• Site preparation / temporary access and laydown areas; • ground works/below ground bases and plinths/ below ground

pipework (piping bridles and by-passes, insulation joints, valves); • civils (concrete base for instrument building, concrete blocks to

support pipework, ducting); • above ground pipework (actuators and thermal relief valves); • instrument building and associated photovoltaic cells and turbine; • electrical and instrumentation installation (instrumentation, electrical

cables, earthing protection, satellite dish, control and telecommunications cables, utility metering);

• service connections (electricity and telecommunications); • cathodic protection; • finishing (vehicular access, turning areas and pedestrian access

surfacing, security fencing); • permanent access road from public highway; • post and rail fencing, landscape works and planting; • demobilisation and reinstatement of temporary works areas; • testing and commissioning.

4.1.12 Post and rail fencing will be installed and the area surrounding the compound will be seeded and planted in the first appropriate season following the completion of construction.

Programme

4.1.13 The construction period for each of the above ground installations is estimated as follows:

• Drax PIG Trap AGI 4 months




• Block Valves 4 months • Camblesforth Multi-junction 6 months

4.2 CONSTRUCTING BARMSTON PUMPING STATION

Phasing of Pumping Station Construction

4.2.1 Barmston Pumping Station will be designed on a flexible basis. To achieve an initial capability of 2.6mt per year which would require 2-3 pump units and VSDs, only one pump housing enclosure, the PIG Trap arrangements, filtration, metering and analysers need be installed. The pump housing for additional pump units can be installed at a later date if required, with the buildings designed in such a manner that they can be phased for construction.

4.2.2 The later works can all be installed within the initial security fence, without the need to extend the site.

4.2.3 Adequate isolation valves are provided to allow the following phasing of the Barmston Pumping Station, potentially as follows:

Phase 1

• Installation of PIG Trap arrangements, inlet from onshore pipeline and outlet to offshore pipeline, filters, meters and analysers;

• Installation of pipework (suction and discharge headers and pipework, plus recycle arrangements / cooling); and

• Building for first four pump units. The actual pumps can be installed as and when needed.

Phase 2

• Installation of the pipework (suction and discharge headers / pipework); and

• building for the final four pump units. The actual pumps can be installed as and when needed.

4.2.4 If required phases 1 and 2 can be constructed within the same period. The Pumping Station will be an electric drive station which would initially require a single 66kV connection from the District Network Operator and a substation within the site. Sufficient space will be allowed within the substation design to accommodate additional transformers as future demand requires.




Temporary construction compound

4.2.5 The first stage would be to establish the temporary construction compound and working area of approximately 10ha. The area estimated is based on National Grid custom and safe working practise and is required to accommodate:

• site office, welfare and security facilities; • utilities and power supplies; • enclosures; • pipe, equipment and fittings storage; • general stores; • fabrication offices; • fabrication area; • mechanical laydown areas; • waste storage areas; • spoil handling and storage areas; • internal haul roads; • access, parking; and • water management areas.

Access for Construction

4.2.6 Access will be required off the public highway during construction. This will either be gained via a track along the route of the pipeline working width or via a new access track from Sands Road. Temporary surfacing will be installed suitable for the construction period.

Construction Process

4.2.7 Construction will involve the following:

• Site preparation (levelling, temporary access and laydown areas); • service connections (water supply works, foul drainage provision,

surface water management system and culverting); • ground works/ below ground pipework (piping bridles and by-passes,

insulation joints, valves), tanks and troughs; • civils (foundations for buildings, concrete blocks to support pipework,

building structures, security fencing, ducts); • earthworks (gabion walls, landform profiling); • pump and VSD installation; • above ground pipework (PIG Traps, meters, filtration and vents);




• electrical and instrumentation installation (instrumentation, electrical cables, earthing protection, satellite dish, control and telecommunications cables, utility metering etc);

• finishing (vehicular access, turning areas and pedestrian access surfacing);

• permanent access road from public highway; • post and rail fencing, landscape works and planting demobilisation

and reinstatement of temporary works areas; • testing and commissioning.

Site Preparation

4.2.8 The location, layout and access to the temporary works area will be carefully considered in conjunction with the location and layout of the permanent works. Temporary fencing will be erected around the working area.

4.2.9 Topsoil will be stripped from the temporary and permanent works areas. Most of this topsoil will be used to reinstate the temporary compound area and for the landscape works around the Pumping Station. The full depth of the topsoil will be stripped and stored carefully to one side of the working area in such a way that it is not mixed with subsoil or trafficked over by vehicles or plant.

Groundwork

4.2.10 Groundwork would follow including the preliminary works for the construction of the access roads and hard standings.

4.2.11 Excavation and installation of below ground piping, piping bridles and bypasses, Pumping Station bypass, insulation joints, valves (including non-return valves, isolation valves).

4.2.12 The time excavations are kept open shall be kept to a minimum. The sequence of excavations and storage of spoil on site shall be carefully planned and managed. Spoil removed from the site would be used to landscape the surroundings of the compound.

Civils

4.2.13 Once the excavation works were complete the foundations of the buildings and structures would be constructed. The mounded landforms which encompass the site would be created. The walls and the roofs of the buildings would be constructed followed by the internal works including the installation of the pumps and the electrical installation and controls.




4.2.14 Civils works include construction or installation of above ground pipe supports, local and remote instrument building and associated photo voltaic cells and turbine, control and administration building, pump housing, air and nitrogen building, sub-station base, switchroom, variable speed drive containers, metering buildings, analyser building, associated bottle store and hard standing, hard standing for temporary generator, backfilled pits and chambers, gated security fence and cameras, pedestrian access, lighting columns, satellite dish, weather station, troughs, trays and ducting.

4.2.15 The sequence of working will be carefully planned and managed for example to ensure construction considers working traffic and access with those civils components furthest from the access locations undertaken first; ensuring stable ground is available for subsequent civils activities.

Above Ground Pipework

4.2.16 Installation of two PIG Trap areas, filtration, meters, analysers, actuators, vents and vent stack, coolers and chillers. Installation of pumps and variable speed drives as required.

Electrical and Instrument Installation

4.2.17 Construction or installation of electricity sub-station HV switchgear, electrical cables, earthing protection, instrumentation, satellite dish, control and telecommunications cables, utility metering, intruder detection systems and closed circuit television, cathodic protection facility including a transformer rectifier kiosk, anode canisters, electrical and cathodic protection cables, utility supplies, meters and cabling, earthing protection, backfilled pits and chambers, troughs, trays, ducting, drainage and drainage attenuation.

Finishing

4.2.18 The final stage would be the surfacing of internal vehicular access routes, turning areas and pedestrian areas. Permanent access road from public highway. The grading/contouring of the site, replacement of topsoil and implementation of the landscape scheme, including ponds, tree, shrub and hedge planting and the erection of protective post and rail fencing.

Testing and Commissioning

4.2.19 For hydrostatic testing some excavations are required to be left open (for draining of valves etc). As a principle as much works as possible should be completed prior to testing, including partial backfill and reinstatement.




High Voltage Electricity Connection

4.2.20 Construction of a new 66kV electricity connection from the Driffield –Bridlington High Voltage Overhead Power Line approximately 6km to the North to the electricity sub-station within the Barmston Pumping Station site will be carried out by Northern Power Grid.

4.2.21 Routeing of the buried 66kV cable connection will take into account the environmental, socio-economic and technical and safety constraints.

Programme

4.2.22 The construction period for the Barmston Pumping Station is programmed for 24 months.




5.1 INTRODUCTION

5.1.1 The landfall crossing will be several hundred metres in length requiring specialist crossing techniques. The depth and length of the crossing is influenced by; the low and high water tide marks, the onshore and offshore ground and groundwater conditions (in particular the depth to the chalk) and the flexibility (bend radius) in the pipe and installation equipment.

5.1.2 The coastline in this area of the Holderness coast is characterised by cliffs of unconsolidated glacial till which are susceptible to coastal erosion. Due to the coastal erosion rates a conservative minimum 200m set back distance from the present cliff line has been determined for any onshore works. The landfall crossing depth will be sufficient to ensure the pipeline is not exposed due to variation in beach height and coastal erosion during the life of the project.

5.1.3 The options currently recommended for landfall construction subject to the completion of further surveys are: tunnelling (including direct pipe) and horizontal directional drill (HDD). The identification of the preferred option will be determined through the subsequent FEED design phase. At this stage, however, open cutting the beach cliff has been discounted due to the expected nature of the cliff substrates.

5.1.4 The landfall options consider both a ‘wet tie-in’ location for the connection of the proposed offshore pipeline (beyond the mean low water mark (MLWM)) and a ‘beach tie-in’. For the beach tie-in arrangement a conservative distance of 10m seaward of the cliff for the reception pit has been assumed.

5.2 LANDFALL TEMPORARY WORKING AREA

5.2.1 For the landfall crossing a temporary construction compound and working area capable of supporting either the tunnelling or HDD crossing techniques set up is required onshore. This would be located at the landward end of the landfall crossing.

5.2.2 Typically the construction compound and temporary working area would accommodate the following as appropriate:

• drive shaft,

5 Landfall Construction




• tunnel boring / horizontal directional drill rig, • control cabin, • crane working areas, • dewatering systems, • water tanks, • spoil storage, • spoil separators, • settlement lagoons, • materials and pipe storage area, • waste storage area, • workshops and stores, • generators and switchgear, • air receivers and compressors, • oil stores, • welfare facilities, • offices, security, • access to the drive shaft/ drill rig, and • parking.

5.3 DESIGN STANDARDS

5.3.1 The offshore pipeline and landfall crossing will be designed, constructed and operated in accordance with the following approved British Standards Institution (BSI) published documents (in addition to legislative requirements):

• PD8010 “Code of Practice for Pipelines – Part 1: Steel Pipelines on Land”

• PD8010 “Code of Practice for Pipelines – Part 2: Subsea Pipelines”

5.4 GEOLOGY

5.4.1 The published geological records for the area show the site to be underlain by superficial deposits of the Quaternary Period comprising alluvium at the western end of the site approach and glaciofluvial deposits towards the coastal end of the approach. Alluvium is identified in the British Geological Survey (BGS) Lexicon as comprising clay, silt, sand and gravel; the glaciofluvial deposits as sand and gravel.

5.4.2 The superficial deposits are underlain at an unspecified depth by the Rowe Chalk of the Cretaceous period. The Rowe Chalk is described in the BGS Lexicon as “white, flint-bearing chalk with sporadic marl bands”.




5.4.3 To date 8 boreholes have been undertaken at the landfall location (see Figure 4 below). All of the boreholes initially encountered topsoil, which varied in depth from 0.30 to 0.40m.

5.4.4 Material thought likely to be glaciofluvial in origin were encountered in boreholes BH275 to BH279 to depths of between 1.10m and 3.00m generally becoming thicker towards the coast. The material varied from sandy clay (BH275 proved to a depth of 1.80m), to sand (BH279 to a depth of 3.00m) and sand over gravel (BH278 to a depth of 2.70m).

5.4.5 Gravelly clay presumed to be glacial till was encountered underlying the topsoil in boreholes BH270 to BH274 and underlying the glaciofluvial deposits in boreholes BH275 to BH279. Beds of sand and or gravel were encountered within this horizon at various depths up to 3.20m thick. In general there appears to be a distinct bed of granular material running through the site with a top depth of between 7.80m and 9.80m.

5.4.6 Weathered chalk was encountered at a depth of between 17.40m and 20.70m underlying the till in boreholes BH270 to BH279. In boreholes BH280 and BH281, drilled on the foreshore, the chalk was encountered at a depth of 16.70m. In general this was recovered as gravel and cobble size fragments of chalk with fines. Even when rotary coring was carried out much of the material was recovered as broken fragments of chalk indicative of a highly fractured state.




Figure 4 Simplified Geotechnical Cross Section of Landfall (Onshore)

5.5 TUNNEL OPTION

5.5.1 The tunnel option would involve the construction of a concrete sleeved tunnel beneath the landfall cliff line within which the Carbon Dioxide transportation pipeline would then be installed.

5.5.2 The tunnel alignment would be identified following the completion of further surveys. In recognition of this some flexibility has been allowed for within the Limits of Deviation shown on the Works Plans.

Drive Shaft Installation

5.5.3 A dewatering system and drive shaft would be constructed. The depth of the shaft would be a function of the cliff height, the depth of burial of the pipeline under the beach and the slope of the tunnel. Upon reaching the required depth a concrete base will be cast to protect the formation, support subsequent activities and act as a base strut.

5.5.4 Upon completion of the drive shaft a concrete thrust wall would be installed on the back wall and hydraulic rams and tunnel boring machine (TBM) lowered in to position to allow the tunnelling to commence.




Tunnelling

5.5.5 The TBM launch makes use of the back wall (thrust wall) of the drive shaft to provide a reaction to the thrust loads generated by hydraulic rams to push the concrete sections and TBM forward to form the tunnel.

5.5.6 The tunnel would proceed with a near horizontal, slightly upward gradient (typically around 1 degree) to ensure the tunnel minimises the crossing of ground lithology and any localised water encountered flows to the drive shaft for sump pumping and water management.

5.5.7 The tunnelling would be a 24 hour a day operation. Operational 24 hour lighting would be required on the tunnelling option; consideration to lighting and noise will be addressed in the Contractor’s Environmental Management Plan and in consultation with the relevant authority (refer to Code of Construction Practice, Document Reference 7.5). It is anticipated the tunnelling operation could take up to 8 months, depending on the final length and rate of progress in the given ground conditions.

5.5.8 The tunnel spoil would be collected in purpose built settlement lagoons. The heavier clays and rock will be removed by natural settlement. The material retrieved could be treated for use to create a mounded landscape at the pumping station.

5.5.9 The tunnel would be maintenance free whilst in operation with no access provided in the long term.

5.5.10 Upon completion of the tunnel drive the rear wall of the drive shaft would be removed to allow for the pipe installation activities.

Pipe Installation

5.5.11 For the direct pipe, tunnelling and pipeline installation is carried out in one operation. The pipe is welded to the end of the tunnel boring machine and pushed forward by rams which push the microtunelling machine forward together with the pipeline.

5.5.12 For the concrete section tunnel different installation techniques exist for the installation of the product pipeline.

5.5.13 The pipeline could be welded on land and pulled towards the sea, this can be achieved via:

• a slip trench connecting to the drive shaft to allow the pipe to be welded on land and pulled into the tunnel via the slip trench; or




• pipe lengths being individually lowered into the drive shaft and welded, as each section is pulled into the tunnel the next pipe section is welded on;

• the welded pipe may be pulled through the tunnel by a vessel located nearshore or by a winch in the reception shaft.

5.5.14 Alternatively the pipe could be welded offshore and pulled towards the land, this can be achieved via:

• pipe lengths being welded on a vessel (shallow bottom barge) as each section is pulled into the tunnel the next pipe section is welded on;

• the welded pipe is floated or supported on barges offshore and a winch located onshore in the drive shaft to pull the pipe through the tunnel.

5.5.15 A dredged channel would be required to enable a vessel and associated winch system to be established of suitable rating to be able to pull the pipe through the tunnel.

Reception Shaft and Tie In

5.5.16 The reception pit may be located within the intertidal zone or beyond the Mean Low Water Mark. The DCO application includes a deemed Marine Licence to cover works within the intertidal zone. The final location of the reception shaft will depend upon the results of nearshore surveys and take account of the seasonal variation in beach height as well as continuing coastal erosion.

5.5.17 The sheet piled (or similar) reception shaft would be sized to enable the safe recovery of the TBM as well as facilitate the connection/tie-in to the offshore pipeline. The TBM would enter the reception pit via a hole cut out of the sheet piled wall.

5.5.18 A cofferdam may be required to provide a channel within which the offshore pipeline can be brought onshore to the tie-in point within the reception pit. This would be of sheet piled construction and have likely dimensions of 6m wide, 200m long and be excavated to a depth of 2.5m. The cofferdam will comprise a “dry section” above the mean low water mark and a “wet” section extending into the nearshore area.

5.5.19 The offshore pipeline would be pulled ashore from a lay barge. The pull ashore would require an appropriately rated winch to be set up within the reception pit and to be suitably anchored.




5.5.20 After the pull ashore the offshore section of pipeline is welded or connected/tied-in to the onshore section of the pipeline within the reception pit.

5.5.21 Following the tie-in connection the cofferdam will be backfilled and the cofferdam piles will either be cut back to an agreed depth below beach level or preferably removed completely.

5.5.22 A ‘wet’ tie-in location (beyond the mean low water mark) would require a piled reception pit, but no cofferdam or a much shorter cofferdam would be required. It would also avoid the need for works on the beach.

Spoil

5.5.23 The majority of the material excavated from the drive shaft and tunnel would be incorporated into the landscape design for the pumping station if it is suitable. Upon completion of the works material remaining on site that would be classified as suitable fill will be used to backfill the drive shaft structure. Where possible no spoil would be sent to landfill, however this will depend on the TBM used and the nature of the material generated.

5.5.24 Spoil excavated for the reception shaft and/or cofferdam will be stored on the beach adjacent to the cliff.

Construction Access to the Beach

5.5.25 A low section of the cliff line at Low Grounds has been included within the Development Consent Order Limits to facilitate beach access. Access from the public highway would be along the pipeline working width or via the access for Barmston Pumping Station.


5.5.26 There are no known recorded, public or private utilities between the start of the landfall crossing on land and the beach.

Tunnel Programme

5.5.27 The tunnelling option would typically include the following:

• Mobilise to Site & Establish Compounds • Install Drive Shaft • Install and Commission Dewatering System • Excavate Drive Shaft and Install Support Frames & Base • Construct headwall and base for launch • Set Up and Install Tunnel Boring Machine • Install Reception Shaft




• Drive Tunnel to Reception • Survey Tunnel • Install Pipeline Rollers and Brackets • Install Pipeline to tie-in pit • Install cofferdam • Dredge channel • Pull in offshore pipeline to tie-in pit • Tie-in weld • Test Pipeline • Backfill Tunnel, shafts and excavations • Reinstatement • Demobilise

5.5.28 It is anticipated that up to 8 months would be required to complete the landfall crossing using the tunnel technique. It will take around 1 month to mobilise, 1 month dewatering, 3 weeks to establish the drive shaft, 2 months tunnelling (24 hour operation), 2 months for insertion of the pipe and tie in (Direct Pipe technique would only require tie-in), and 1 month to demobilise. Works would take place on the beach for up to 6 months.

5.6 HORIZONTAL DIRECTIONAL DRILL OPTION

5.6.1 The HDD method involves the drilling of an open bore with a diameter greater than that of the pipeline to ensure it can be pulled through.

HDD Bore

5.6.2 HDD involves the drilling of a hole through which the pipeline would be installed. A HDD drilling rig would be set up inland from the cliff and drill towards the connecting/tie-in point which would be located either on the beach or beyond the low tide level for subsea connection.

5.6.3 The HDD option is usually a series of 24 hour operations, commencing with the drilling of a pilot bore, a reamer is then connected to the drill string and the pilot hole is reamed out by progressively larger reamers until the diameter of the hole is sufficiently large to accommodate the pipeline. The hole remains uncased. Pressurised bentonite slurry (bentonite mixed with freshwater) is utilised to assist the drill, flush cuttings from the hole and stabilise the borehole walls.

5.6.4 Bentonite containment will be addressed in the Contractor’s Environmental Management Plan in consultation with relevant authorities. It is anticipated the HDD operation could take up to 3 months, depending on the final length and rate of progress in the given ground conditions.




5.6.5 The HDD bore is maintenance free on completion with no access provided in the long term.

Drilling Compound Installation

5.6.6 A drilling compound would be set up on the landward end of the drill. Activities may include the casting of anchor blocks to stabilise the HDD rig. Potentially a shallow slip trench would be excavated to facilitate the launch of the HDD.

Pipe Installation

5.6.7 The pipe may be pulled through the open bore via either a winch offshore (on a shallow bottom lay barge or in the reception pit) to pull the pipe towards the sea or; the pipe is floated or supported on barges offshore and a winch located onshore to pull the pipe inland.

Reception Pit and Tie In

5.6.8 The reception pit/ cofferdam may be located within the intertidal zone or beyond the Mean Low Water Mark. The DCO application includes a deemed Marine Licence to cover works within the intertidal zone. The final location of the reception pit will depend upon the results of nearshore surveys.

5.6.9 A cofferdam may be required to provide a channel within which the offshore pipeline can be brought onshore to the tie-in point within the reception pit. This would be of sheet piled construction and have likely dimensions of 6m wide, 200m long and be excavated to a depth of 2.5m. The cofferdam will comprise a “dry section” above the mean low water mark and a “wet” section extending into the nearshore area.

5.6.10 The offshore pipeline would be pulled ashore from a lay barge. The pull ashore would require an appropriately rated winch to be set up within the reception pit and suitably anchored.

5.6.11 A ‘wet’ tie-in location (beyond the mean low water mark) would require a piled reception pit, but no cofferdam or a much shorter cofferdam would be required. The feasibility of a wet tie-in option will be investigated at the next design phase.

Spoil

5.6.12 The bentonite slurry from HDD operations returned to the bentonite lagoons would be screened, dewatered and incorporated into the Pumping Station landscaping, with the appropriate transfer licences in place. This will be




addressed within the Contractor’s Environmental Management Plan in consultation with relevant authorities. Where possible no spoil would be sent to landfill, however this will depend on the nature of the material generated.

5.6.13 Spoil excavated for the reception shaft and/or cofferdam will be stored on the beach adjacent to the cliff.

Construction Access to the Beach

5.6.14 The HDD rig could weigh up to 70 tonnes therefore a suitable haul road (width and height) will be constructed from the Pumping Station to the drill site on land and to haul other plant down to the beach.

5.6.15 A low section of the cliff line at ‘Low Grounds’ has been included within the Development Consent Order Limits to facilitate beach access. Access from the public highway would be along the pipeline working width or via the access for Barmston Pumping Station.


5.6.16 There are no known recorded, public or private utilities between the start of the landfall crossing on land and the beach.

HDD Programme

5.6.17 The HDD Option would typically include the following:

• Mobilise to Site & Establish Compounds; • Establish HDD Anchor Blocks; • Set Up HDD Rig; • Install Reception Pit; • Install Pilot Bore; • Ream Bore; • Weld Pipeline String (onshore or offshore); • Install Winch; • Place Pipeline on Rollers / Offshore Floatation or Barge; • Install pipeline under cliff; • Install reception pit/ cofferdam; • Dredge channel; • Pull in offshore pipeline to tie-in pit; • Tie-in weld; • Test Pipeline;




• Backfill excavations; • Reinstatement ; • Demobilise.

5.6.18 It is anticipated that up to 3 months would be required to complete the landfall crossing using the HDD technique. It will take around 3 weeks to mobilise, 6 weeks to complete the crossing, 1 week to insert the pipe and tie in, plus 3 weeks to demobilise.

5.7 TESTING

5.7.1 For the offshore pipeline the hydrostatic testing regime has not yet been determined. It is anticipated that inhibited sea water will be used to test the pipeline. Depending on the construction programme the landfall section may either be tested before it is connected/tied-in to the offshore pipeline or the whole offshore pipeline between the Pumping Station and the offshore installation will be tested together.




American Society of Mechanical Engineers ASME Code for Pressure Piping B31.3 – 2010 Process Piping

British Geological Survey (BGS) Lexicon of Named Rock Units https://www.bgs.ac.uk/lexicon/

British Standards Institution PD8010:Part1 2004 Code of Practice for Pipelines – Steel Pipelines on Land

British Standards Institution PD8010:Part 2 2004 Code of Practice for Pipelines – Subsea Pipelines

British Standards Institution BS 7361 Part 1, 1991 Cathodic Protection Code of Practice for land and marine applications

Health and Safety Executive A Guide to the Pipelines Safety Regulations 1996. Guidance on Regulations L82. 1996.

National Grid Specification NGC/SP/PIP/30 Specification for Carbon Dioxide Pipelines Design

National Grid Specification NGC/SP/PIP/31 Specification for Carbon Dioxide Pipelines Marker Posts.

National Grid Procedure NGC/MP/ELEC/03 Management Procedure for the Maintenance and Monitoring of Cathodic Protection for Carbon Dioxide Steel Pipeline Systems

Network Rail Specification NR/SP/CIV/044 “Design and Construction of Undertrack Crossings”

Network Rail Standard NR/L2/CIV/003 “Engineering Assurance of Building and Civil Engineering Works” and form NR/L2/CIV/003/F0

Application Documents Referenced

Access, Rights of Way and Temporary Stopping Up Plans Drawing Nos. 10-2574-GND-01-05-0060 to 0085 (Document Ref. 2.4)

Camblesforth Multi-junction Planning Arrangement Drawing No. 10-2574-GA-01-0316 (Document Ref. 2.25)

6 References




Code of Construction Practice (CoCP) (Document Ref.7.5)

Design and Access Statement (DAS) (Document Ref. 7.3)

Drainage Report (Document Ref. 7.7)

Drainage Design Drawings (Document Ref. 2.8)

Safety Statement – Environmental Statement Chapter 4 Consultation, Technical Appendix 4.7 (Document Ref. 6.4.7)

Typical Temporary Access from Highway Drawings No. 10-2574-STD-01-1314 and 1315 (Document Ref. 2.52 and 2.53)

Typical Temporary Access From Highway Flumed Ditch Crossing Drawing No. 10-2574-STD-01-1314 (Document Ref. 2.52)

Typical Temporary Access From Highway No Flumed Ditch Crossing Drawing No. 10-2574-STD-01-1315 (Document Ref. 2.53)

Drax Pig Trap Temporary Construction Vehicular Access (New Road) Drawing No. 10-2574-PLN-01-1044 (Document Ref. 2.54)

Camblesforth Multi-junction Permanent Vehicular Access (A645) Drawing No. 10-2574-PLN-01-1045 (Document Ref. 2.55)

Tollingham Block Valve Permanent Vehicular Access (Skiff Lane) Drawing No. 10-2574-PLN-01-1046 (Document Ref. 2.56)

Dalton Block Valve Permanent Vehicular Access (Lund Wold Road) Drawing No. 10-2574-PLN-01-1047 (Document Ref. 2.57)

Skerne Block Valve Permanent Vehicular Access (Main Street, Skerne) Drawing No. 10-2574-PLN-01-1048 (Document Ref. 2.58)

Barmston Pumping Station Permanent Vehicular Access (Sands Road) Drawing No. 10-2574-PLN-01-1049 (Document Ref. 2.59)

Barmston Pumping Station Permanent Vehicular Access (Sands Road) Drawing No. 10-2574-PLN-01-1050 (Document Ref. 2.60)

Widening of Sands Road Between A165 Junction and Site Access Drawing No. 10-2574-PLN-01-1051 (Document Ref. 2.61)

Driffield Construction Compound Temporary Vehicular Access (A614) Drawing No. 10-2574-PLN-01-1053 (Document Ref. 2.63)




Drax Pig Trap Temporary Construction Vehicular Access (New Road) Swept Path Analysis Drawing No. 10-2574-PLN-01-1054 (Document Ref. 2.64)

Camblesforth Multi-junction Permanent Vehicular Access (A645) Swept Path Analysis Drawing No. 10-2574-PLN-01-1055 (Document Ref. 2.65)

Tollingham Block Valve Permanent Vehicular Access (Skiff Lane) Swept Path Analysis Drawing No. 10-2574-PLN-01-1056 (Document Ref. 2.66)

Dalton Block Valve Permanent Vehicular Access (Lund Wold Road) Swept Path Analysis Drawing No. 10-2574-PLN-01-1057 (Document Ref. 2.67)

Skerne Block Valve Permanent Vehicular Access (Main Street, Skerne) Swept Path Analysis Drawing No. 10-2574-PLN-01-1058 (Document Ref. 2.68)

Barmston Pumping Station Permanent Vehicular Access (Sands Road) Swept Path Analysis Drawing No. 10-2574-PLN-01-1059 (Document Ref. 2.69)

Driffield Construction Compound Temporary Vehicular Access (A614) Swept Path Analysis Drawing No. 10-2574-PLN-01-1061 (Document Ref. 2.71)

Works Plans Drawings No. 10-2574-GND-01-05-0030 to 0055 (Document Ref. 2.3)

Hedgerow Plans Drawings No. 10-2574-GND-01-05-0140 to 0165 (Document Ref. 2.5)

Legislation

The Construction (Design and Management) Regulations 2007 (as amended) SI 2007 No.320

The Control of Major Accident Hazards (COMAH) Regulations 1999 (as amended 2005) SI 1999 No.743

Energy Act 2008

Petroleum Act 1998

Planning Act 2008

The Pipeline Safety Regulations 1996 SI 1996 No. 825




Above Ground Installation

These are structures and engineering such as elements of block valves and pumping stations that will be required to be above the ground.

Actuator System for operating a valve.

Alluvium Material transported by rivers and deposited along its course.

Aquifer A body of permeable rock that is capable of storing significant quantities of water; is undertaken by impermeable material, and through which groundwater moves.

Block Valves Block valves are required for isolation and monitoring of the pipeline. These would include buried pipework, valves, an instrument building and a vent stack.

Carbon capture, transportation and storage

The process whereby Carbon Dioxide emissions from power stations and industrial facilities are captured at the source before being compressed and transported to be injected under high pressure into depleted oil and gas fields or natural saline geological formations, either onshore or offshore.

Cathodic Protection Cathodic protection is a method of protecting the pipeline from corrosion using an impressed current system.

Cofferdam A temporary steel structure constructed to allow the enclosed area to allow the sea water to be pumped out to provide a dry work environment to facilitate work. The arrangement is typically dismantled once the work is complete.

Cul de sac working See Lock-out Section.

Dense Phase Carbon Dioxide in liquid state.

Environmental Impact Assessment

The process by which the impacts of a proposed development upon all aspects of the receiving environment are identified and analysed.

Environmental Statement

Document that reports the findings of an Environmental Impact Assessment.

7 Glossary of Terms




Flood Zones Environment Agency (EA) Flood Zones are defined as follows:

Zone 3 High risk - greater than 1 in 100 year risk of river flooding or >1 in 200 year risk of sea flooding)

Zone 2 Moderate risk - between 1 in 100 year and 1 in 1000 year risk of river flooding (1 in 200 year and 1 in 1000 year risk of sea flooding) )

Zone 1 Low risk – less than 1 in 1000 year risk of flooding from river or sea.

Limits of Deviation ‘Limits of deviation’ define the limits within which the proposed pipeline can be routed.

Local Nature Reserve

Statutory designation made under the National Parks and Access to the Countryside Act 1949, and amended by the Natural Environment and Rural Communities Act 2006, by local authorities to maintain and enhance their special wildlife and geology and provide access to nature for local communities.

Lock-out Section. These are also referred to as cul de sac working. These are areas of the development where the working width cannot be continuous due to there being no practicable method of crossing an engineering obstacle, e.g. a railway or large river. The transportation of mechanical equipment avoiding the obstacle – is required to utilise the same access for both access and egress on both sides of the obstacle – resulting in increased traffic through the access and spread.

Multi-junction An above ground facility at the connection point of a number of buried pipelines which accommodates PIG Traps for each pipeline (to allow the inspection and maintenance of the pipeline) and connecting pipework with isolation valves.

National Monuments Record

Unscheduled archaeological sites and features recorded by English Heritage.

National Nature Reserve

Designated areas by Natural England that represent many of the finest wildlife and geological sites in the country.

Navigable In the context of this document, rivers that can accommodate leisure craft and commercial boats.

Oxyfuel A technology that burns oxygen with gaseous fuel




PIG trap A pig trap is an above ground horizontally mounted pipework vessel installed at either end of a section of buried pipeline to allow a pipeline internal gauge (PIG) to be inserted into the pipeline for the purposes of cleaning, gauging and inspection. A PIG would be launched from a pig trap at one end of the pipeline and retrieved from a pig trap at the other end of the pipeline.

Pipeline Envelope For the purposes of the Environmental Statement the total area within which pipeline works could take place has been assessed. In the event that the pipeline is eventually laid at the perimeter of the LoD, the working width to construct a pipeline could extend beyond the LoD, 15m to the left side or 22m to right side. The total area identified within which pipeline works could take place is therefore typically 136m. This wider area has been called the Pipeline Envelope. The Pipeline Envelope is wider for ‘box out’ areas at crossings where the total area identified within which pipeline works could take place is typically 151m wide (c.100m + 21m + 15m + 7.5m + 7.5m). The Pipeline Envelope also includes drainage connections and temporary construction areas.

Planning Inspectorate

On 1 April 2012, under the Localism Act 2011, the Planning Inspectorate became the agency responsible for operating the planning process for nationally significant infrastructure projects (NSIPs). The Planning Inspectorate examines the application and will make a recommendation to the relevant Secretary of State, who will make the decision on whether to grant or to refuse development consent.

Pumping Station A pumping station would re-pressurise the Carbon Dioxide to maintain the pressure in the pipeline e.g. before it is piped offshore.

Scheduled Monuments

An archaeological site of national importance, which is included on a schedule compiled by the Secretary of State for National Heritage under the terms of the Ancient Monuments and Archaeological Areas act 1979 (as amended by the National Heritage Act 1983).

Sites of Special Scientific Interest

An area of land of special interest by reason of its flora, fauna, geology or physiographical features notified under section 28 of the Wildlife and Countryside Act 1981.

Stiction Stiction is the static friction that needs to be overcome to enable relative motion of stationary objects in contact. In this case the static friction between the outer surface of the pipe and the sides of the bore that needs to be overcome to get the pipe moving again if the




pull is interrupted.

Temporary Construction Areas

Areas required in addition to the Limits of Deviation where more temporary land take will be required during construction for access, temporary construction works including pipe lay down areas, contractor’s compounds etc.

Topography The physical features or configuration of a land surface.

Traffic Management Plan

It sets out how traffic will be managed at all stages during a construction project.

Tree Preservation Order

Tree Preservation Orders are made under the Town and Country Planning Act 1990 and the Town and Country Planning (Trees) Regulations 1999 to protect trees.

Unlikely 1 x 10-2 (1:100 or one in a hundred) to 1 x 10-4 (1:10,000 or one in ten thousand) events per kilometre year of pipeline operation

Very unlikely 1 x 10-4 (1:10,000 or one in ten thousand) to 1 x 10-6 (1:1,000,000 or one in a million) events per kilometre year of pipeline operation

Extremely unlikely < 1 x 10-6 (less than 1:1,000,000 or one in a million) events per kilometre year of pipeline operation

Variable Speed Drive

A variable speed drive is a piece of equipment that regulates the speed and rotational force, or torque output, of an electric motor.




Public Highways – Road Crossings

Ref Road Name Authority Crossing Type RDX 1 Pear Tree Avenue (Unclassified Road) NYCC Open cut

RDX 2 Carr Lane (Unclassified Road) - NYCC Non Open cut

RDX 3 Main Road (Unclassified Road) NYCC Non Open cut

RDX 4 Church Dike Lane (Unclassified Road) NYCC Non Open cut

RDX5 Brickhill Lane NYCC Open cut

RDX 6 / 7 A645 (A Road) NYCC Non Open cut

RDX 8 Church Dike Lane (Unclassified Road) NYCC Non Open cut

RDX 9 Barmby Road (Unclassified Road) ERYC Non Open cut

RDX 10 A63 Hull Road (A Road) ERYC Non Open cut

RDX 11 Brind Lane (Unclassified Road) ERYC Non Open cut

RDX 12 B1228 Wood Lane (B Road) ERYC Non Open cut

RDX 13 A614 Holme Road (A Road) ERYC Non Open cut

RDX 14 Bursea Lane (Unclassified Road) ERYC Non Open cut

RDX 15 Drain Lane (Unclassified Road) ERYC Non Open cut

RDX 16 Skiff Lane (Unclassified Road) ERYC Non Open cut

RDX 17 Lock Lane (Unclassified Road) ERYC Non Open cut

RDX 18 Sand Lane (Unclassified Road) ERYC Non Open cut

RDX 19 Cliffe Road (Unclassified Road) - ERYC Non Open cut

RDX 20 A1034 Sancton Road (A Road) ERYC Non Open cut

RDX 21 A1079 Arras Hill (A Road) ERYC Non Open cut

RDX 22 Kiplingcotes Lane (Unclassified Road) ERYC Open cut

RDX 23 Kiplingcotes Road (Unclassified Road) ERYC Non Open cut

RDX 24 Kiplingcotes Racecourse Road (Unclassified Road)

ERYC Open cut

RDX 25 Park Road (Unclassified Road) ERYC Open cut

RDX 26 Holme Wold Road (Unclassified Road) ERYC Open cut

RDX 27 Lund Wold Road (Unclassified Road) ERYC Non Open cut

Appendix A – Main Crossings




Ref Road Name Authority Crossing Type RDX 28 Middleton Road (Unclassified Road) ERYC Non Open cut

RDX 29 B1248 Lund Road (B Road) ERYC Non Open cut

RDX 30 Middleton Road (Unclassified Road) ERYC Non Open cut

RDX 31 Unnamed road from Bracken Lane to Burnbutts Lane - (Unclassified Road)

ERYC Open cut

RDX 32 Burnbutts Lane (Unclassified Road) ERYC Open cut

RDX 33 Southburn Road (Unclassified Road) ERYC Non Open cut

RDX 34 A164 Beverley Road (A Road) ERYC Non Open cut

RDX 35 Jenkinson Lane (Unclassified Road) ERYC Non Open cut

RDX 36 Ricklepits (Unclassified Road) ERYC Non Open cut

RDX 37 B1249 Frodingham Road (B Road) ERYC Non Open cut

RDX 38 Main Street (Unclassified Road) ERYC Non Open cut

RDX 39 Gransmoor Road (Unclassified Road) ERYC Non Open cut

RDX 40 A165 Bridlington Road (A Road) ERYC Non Open cut Open cut crossings will require a temporary road closure. At each road crossing there will be temporary construction accesses.

Other Accesses off Public Highways

Ref Road Name Authority Access Type Drax Construction access

New Road (Unclassified Road) NYCC Temporary

Camblesforth Multi-junction access

A645 (A Road) / Wade House Lane (Unclassified road)

NYCC Permanent

Gateland Field Lane

Barmby Road (Unclassified Road) ERYC Temporary

Tollingham Block Valve acccess

Skiff Lane, Tollingham (Unclassified road)

ERYC Permanent

Tollingham Construction Compound access

Skiff Lane, Tollingham (Unclassified road)

ERYC Temporary

Dalton Block Valve access

Lund Wold Road (Unclassified road) ERYC Permanent

Skerne Block Valve access

Main Street, Skerne/ Road through Church Farm, Skerne (Unclassified

ERYC Permanent




Ref Road Name Authority Access Type roads) & track to Copper Hall

Access between River Hull and Driffield Canal

Road to Skerne (Main Street), Wansford (Unclassified road)

ERYC Temporary

Access between River Hull and Driffield Canal

B1249 Frodingham Road, Wansford (B Road)

ERYC Temporary

Driffield Construction Compound access

A614, Driffield (A Road) ERYC Temporary

Barmston Pumping Station access

Sands Road, Fraisthorpe (Unclassified road) & gated track (adopted public highway)

ERYC Permanent

Landfall Construction access

Sands Road, Fraisthorpe (Unclassified road) & gated track (adopted public highway) Via pipeline working width from Barmston Pumping Station

ERYC Temporary

NYCC= North Yorkshire County Council; ERYC= East Riding of Yorkshire Council

Public Rights of Way

PRoW No. Temporary closure

Authority

Long Drax Footpath no. 35.47/6/1(as diverted)

NYCC

Long Drax Footpath No. 35.47/1/1(as diverted)

NYCC

Long Drax Footpath No. 35.47/8/1

NYCC


NYCC Crossing coincides with disused railway – trenchless crossing


NYCC Avoidable

Drax Footpath No. 35.26/7/1

NYCC





Authority


NYCC Brickhill Lane Closure of entire length of footpath required


NYCC


NYCC

Newland Footpath No. 35.49/1/2

NYCC


NYCC


NYCC


NYCC

Barmby on the Marsh Footpath No. 3

ERYC Trans-pennine Trail Flood bank – trenchless crossing

Asselby Footpath No. 2, ERYC Track known as Marsh Lane

Asselby Footpath No. 1 ERYC

Wressle Footpath No. 10

ERYC

Wressle Footpath No. 6 ERYC

Wressle Footpath No. 8 ERYC

Wressle Footpath No. 7 ERYC Adjacent to railway – trenchless crossing

Eastrington Bridleway No. 17

ERYC Track known as Featherbed Lane (crossed twice).

Spaldington Footpath No. 12

ERYC

Market Weighton Footpath No. 11

ERYC

Goodmanham Footpath No. 6

ERYC Wolds Way National Trail





Authority

Etton Bridleway No. 5 ERYC Hudson Way Rail Trail Dis-used railway- trenchless crossing

Lund Footpath No. 2 ERYC Closure of entire length of footpath required Access to Dalton Block Valve

Watton Footpath No. 2 ERYC

Watton Footpath No. 20 ERYC

Hutton Cranswick Footpath No. 12

ERYC


ERYC


ERYC

Skerne and Wansford Bridleway No. 7

ERYC Access to Skerne Block Valve

Skerne and Wansford Bridleway No. 8

ERYC

Skerne and Wansford Bridleway and Footpath No. 9

ERYC Adjacent to River Hull / Main Drain, Wansford – trenchless crossing

Foston on the Wolds Footpath No. 11

ERYC

Barmston Footpath No. 2

ERYC


ERYC


ERYC

Live Railways Name Owner Location Howden to Wressle Railway

Network Rail Grid Ref 473622, 430740

Beverley to Driffield Railway

Network Rail Grid Ref 502894, 454140

Note: Live railways to be crossed by non-open cut methods.




Dismantled Railways

Name Location Howden – Drax Dismantled Railway, Long Drax

Grid Ref 467517, 427310

Dismantled Railway, Drax adjacent A645

Grid Ref 467040, 425764

Howden – Drax Dismantled Railway, Asselby

Grid Ref 470815, 428249 Extension of Long Drax railway North of Ouse

Hudson Way Dismantled Railway, Kiplingcotes Station Market Weighton to Beverley railway

Grid Ref 493365, 443780

Canals

Name Notes Location Market Weighton Canal -Disused

There are three watercourses to be crossed at this point, including Back Delfin Drain, Disused Market Weight Canal and another drain

Grid Ref 484312, 437169

Driffield Canal - Under restoration

Driffield Canal Trust Grid Ref 506600, 455819

Main Rivers

Ref Name Location RVX1 River Ouse Grid Ref 469259, 427092

RVX3 Disused Market Weighton Canal Grid Ref 484312, 437169

RVX4 River Hull Grid Ref 506520, 455790

CLX1 Driffield Canal Grid Ref 506600, 455819

DX37/5 Nafferton Highland Stream Grid Ref 507904, 456351

DX37/7 White Dike Grid Ref 508123, 456410

RVX5 Kelk Beck Grid Ref 508982, 456932

Note: All main rivers to be crossed using non open-cut methods.




Water Framework Directive Designated Watercourses

Ref Name Location DX0/1 DX0/3

Carr Dike (Drain) / Lendall Drain

Grid Ref 466676, 428263 Grid Ref 467004, 428534

DX4/1 & DX7/3

Rusholme Lane Drain/Willow Row Drain

Grid Ref 467942, 425897 Grid Ref 467992, 425891

RVX1 River Ouse Grid Ref 469259, 427092

RVX2 River Foulness Grid Ref 479649, 433897

RVX3 Disused Market Weighton Canal Grid Ref 484312, 437169

DX30/1 Bracken Beck Grid Ref 497683, 450358

DX35/2 Northfield Beck Grid Ref 502323, 453883

DX36/8 Main Drain / Wanlass Drain Grid Ref 506490, 455779

RVX4 River Hull / West Beck Grid Ref 506520, 455790

CLX1 Driffield Canal Grid Ref 506600, 455819

RVX5 Kelk Beck Grid Ref 508982, 456932

DX38/4 Gransmoor Drain Grid Ref 511399, 458772 Note: All WFD watercourses to be crossed using non open-cut methods except Bracken Beck




B1 Open Cut Crossings

Watercourses – Dry Open Cut

B1.1 Most minor watercourse/ditch crossings will be carried out using a dry open cut trench methodology. In dry open cut methods water flow is maintained by damming and over pumping or using temporary “flume” pipes installed in the bed of the watercourse. Details of these methods are outlined below.

B1.2 The site is first prepared by stripping the topsoil from the banks and areas adjacent to the river at the crossing point and storing it separately within the working area. If practicable the bed material and a selection of vegetation is stored, for replacement after the pipe has been laid. A flume pipe bridge will be installed, during the preparation of the working width, adjacent to the trenchline flume in order to enable passage of plant and materials along the pipeline route.

B1.3 For dry open cut watercourses / ditch crossings a suitably sized flume pipe will be installed over the point of the proposed crossing ensuring that it extends on each side of the trenchline crossing point for a suitable distance. The flume pipe will then be bedded and packed or surrounded with soil filled sandbags to create a seal or dam across the watercourse, so that the flume pipes take all the flow.

B1.4 Excavation of the watercourse then proceeds beneath the trenchline flume pipe. The excavated material will be stored within the working width separately from the bank material. Trench supports may be used to facilitate safe excavation.

B1.5 If damming and over pumping methodology is adopted then soil filled sandbags are still used to create a seal or dam across the watercourse. However, flume pipes are not installed in the riverbed. Pumps are set up to take the flow from upstream to downstream of the crossing point. The discharge hose(s) will be directed through a filtering medium to limit silt carry over or bed disturbance, before the pumped water is returned to the watercourse.

B1.6 The prefabricated pipeline section is then installed in the trench and checked to ensure that a minimum cover of 2 m (rivers) and 1.7 m (ditches) exists below the true clean bottom of the watercourse and the top of the

Appendix B – Special Crossing Methods




pipe. Thicker walled pipe may be used. In some circumstances the pipeline may be further protected by installing it at a greater depth or installation of a thick concrete protection slab over the pipe.

B1.7 Initial backfilling will take place using excavated subsoil free of large stones or other deleterious material. Final reinstatement will use the stored river bed materials.

B1.8 The banks are then reformed to their original profile in accordance with both the Environment Agency / Internal Drainage Board (IDB)/ Local Lead Flood Authority (LLFA) and the landowners’ requirements.

B1.9 The flume pipe and packing or bags are removed once the bed materials and bank profile is reinstated. Final bank reinstatement may require further measures to stabilise the banks and prevent erosion. Geotextiles such as geojute may be used in conjunction with seeding of an appropriate grass mix. Heavier solutions such as the importation of locally sourced large stones or rocks may also be used. Bank stabilisation works will be discussed with the Environment Agency/ IDB / LLFA to ensure that suitable materials and methodologies are being used.

B1.10 Any bank protection, where it is required, will be adequately keyed into both the bed and banks. Materials and methods employed will be in keeping with the surrounding environment, and will be in line with consent requirements.

Roads – Open Cut

B1.11 Minor roads may also be open cut, involving the excavation of the trench across the road. The method is likely to be applied to small single track roads which will typically require a temporary road closure during the crossing works.

B1.12 Where required traffic lights or signals may be used to allow work on alternate halves of the road while maintaining the flow of traffic. After excavating the first half, steel plates are placed across the trench for traffic to pass while the second half of the road is excavated. A prefabricated section of pipe is then threaded through the trench under the steel plates. The trench is then backfilled and the road re-surfaced.

B2 Trenchless Crossings

B2.1 There are several non-excavation construction techniques. These include auger boring, grundoram, tunnelling including pipe-jacks, microtunnelling, and horizontal directional drilling. These techniques vary in the method used to install the pipeline without disturbing the surface. Generally, all




non-open cut crossings are constructed at a minimum depth of 1.7 m under small watercourses and ditches, 2 m below roads and main rivers and 4.3 m below railways. However, the actual design will be submitted to the appropriate body for approval prior to construction.

Auger Boring

B2.2 The auger bore is a well proven technique that can be utilised for short and medium length crossings of up to 120m.

B2.3 The technique requires the excavation of pits on either side of the crossing to aid the installation of the pipeline. The depth of the pits depends on the nature of the crossing and the local ground conditions. De-watering and sheet piling etc. may be utilised if required to ensure a safe crossing design.

B2.4 A launch pit is excavated on one side of the crossing, following this a smaller reception pit is excavated on the opposite side of the crossing to receive the bore. Additional land is required on both sides of the crossing to accommodate the excavated material from the pits and the pipe, and to allow for the construction plant associated with the crossing.

B2.5 For auger bore, a pipe string is welded above ground and an auger drill inserted into it. A 'cutting head' is fixed to the auger drill at the front of the pipe string and rails installed in the floor of the pit for the unit to run on. Power is transmitted to the auger drill via a power unit that is temporarily fastened to the rear of the pipe string and attached on to the rails. This pipe string is lowered into the thrust pit and is supported by crane-type side booms. Surveyors then line and level the pipe string to ensure it is installed in the correct location and at the correct depth.

B2.6 A combination of the rotation of the auger drill within the pipe string and a hydraulic thrust located on the power unit installs the pipe string. The excavated material is drawn from the cutting head, down the auger drill flutes exiting from the rear of the pipe string adjacent to the power unit.




B2.7 Depending on the ground conditions and length of crossing the auger bore

crossing technique is used for non-major highway crossings, ditch crossings, minor river and canal crossings. Ground conditions dictate where this technique can be best utilised. Should ground conditions not be suitable an alternative for short crossings is the Grundoram crossing technique.

Grundoram

B2.8 The Grundoram crossing technique is utilised on short crossings such as minor roads, drains and services. This technique is more suited to soft ground conditions.

B2.9 A pneumatic piston drives the pipe from one pit to a receiving pit at the other side of the crossing. The risk of settlement is low as there is no overcutting of the tunnel when installing the pipeline.

Tunnelling

Pipe- Jack

B2.10 Pipe-jacking uses a hydraulic ram or jack to thrust an open-ended pipe under the obstacle. Miners or mechanical methods are used to remove the soil as the pipe is thrust forward. Closed face, unmanned operations are the preferred methods; manned excavations are avoided as far as possible. The excavated material is removed via the exposed end of the pipe. As each pipe progresses forward then another is welded on and in this manner




the pipe is installed. This construction method is generally used on large diameter pipes or to install a concrete carrier sleeve under the obstacle. The concrete tunnel will be of a larger diameter than the pipe (typically 1.5m or 1.8m). The pipe is then welded and installed within the concrete sleeve. Once the pipe has been installed and tested the annulus between the pipe and the tunnel sleeve will be filled with cement grout. Alternatively the annulus may be filled with crushed glass or flooded with water.

Microtunnelling

B2.11 Microtunnelling is a broadly similar technique to pipe-jacking. The method involves the use of steerable remote control pipe-jacking. As with previous methods it requires additional temporary land take for launch and reception pits, drilling fluid management and to accommodate associated equipment.

B2.12 Pre-cast concrete jacking pipes are placed behind a microtunnelling machine with a cutting head lubricated with water or a mud mix. Small quantities of bentonite may also be used to reduce friction. The excavated material is removed with the drill fluid and is returned to the surface via a slurry pipe through the tunnel entrance where the fluid is filtered to remove the cuttings and returned to temporary mud storage tanks for re-use. A thrust wall is constructed at the launch pit from which to jack the pipe forward. As the tunnel progresses new segments of pipe are attached at the launch pit until the microtunnel reaches the reception pit, where the drill bit is detached from the tunnel and removed. The jacked pipe can be the final pipe itself or a sleeve through which a smaller pipe is then threaded. Shafts are often required in place of pits when the pipe is situated at depth.




B2.13 Equipment associated with microtunnelling will include power units, slurry

separation plant and a control cabin (see Tunnel Option Section 5.5, Landfall Construction).

B2.14 Commonly the microtunnel crossing technique is used to cross infrastructure such as railway lines, major rivers and major highways such as motorways. The microtunnel is a crossing technique that performs well in a variety of ground conditions and gives the best guarantee of little or no settlement. The technique is very accurate and by increasing the depth of such high risk crossings the possibility of settlement is reduced even further.

Direct Pipe

B2.15 The direct pipe technique can be utilised as an alternative to the HDD and microtunnel crossing techniques. This method uses the product pipe directly (rather than a concrete carrier sleeve) which is welded to the end of the microtunnelling machine. It is pushed forward by rams which push the pipe and the microtunelling machine forward together. The microtunnelling machine has interchangeable cutting bits so it can deal with a variety of ground conditions. This technique tends to be used on longer crossings where there may be a number of obstacles to navigate.

Horizontal Directional Drilling (HDD)




B2.16 With horizontal directional drilling (HDD) the pipeline is bored under the crossing to emerge at a target point on the opposite side. A large area of temporary land take is required on either side of the proposed crossing to accommodate the equipment, drilling fluid management system and laydown area for the pipe.

B2.17 The directional drilling unit is placed at the start location and is elevated at the rear to the correct entrance angle. The rig is then anchored in position. The drilling operation begins by drilling a pilot hole using the drill bit, the drill head and the pressure injection of drilling fluid. The drilling is carried out continuously in intervals equivalent to one length of drill pipe.

B2.18 Location of the drill bit is monitored using the HDD locating system. An electronic transmitter in the drill head sends information to the locator operator’s receiver. As each drill rod is drilled into the ground the locator operator takes a reading from his equipment and informs the drill operator of the location, pitch and roll of the drill head. From this information the operator knows the location of the drill head at all times. The operator uses the information to maintain the pre-planned path of the bore. The accuracy of the drilling is verified by comparing the co-ordinates of the actual location of the drill bit against the planned drill profile. If there is a major difference between the actual and planned location of the drill bit, the operator is able to correct the actual profile by pulling back to a correct position of the planned profile and begin re-drilling.

B2.19 The hole is then enlarged by a back reamer. When the bore hole has been

reamed out to the correct diameter the back reamer is typically sent back




down the bore one or two more times and swabbed in both directions to ensure that the hole is clear of any large objects. The pipe is laid out on the opposite side of the obstacle to the drill rig and welded to form a length long enough to cross the full length of the drill. Once the driller is satisfied that the hole is clear and ready for the pipe, the pull head is connected to the drill string via a swivel. The pipe is then pulled back toward the exit area by the drill rig.

B2.20 All drilling fluids used for HDD will be sampled, analysed and disposed of in accordance with duty of care requirements of the Environmental Protection Act, 1990.

B2.21 The HDD crossing technique can be used for long crossings such as rivers and multiple crossings where trenching or open excavation is not feasible. It gives a good degree of accuracy but due to over cutting of the tunnel a small amount of settlement can be experienced.




C1.1 The Project would be subject to specific requirements set out in the DCO. During and following the receipt of the DCO and prior to the commencement of construction, National Grid will progress the following:

• Discharge of requirements specified in the DCO; • Finalise landowner / tenant agreements; • Finalise utilities consents and permits for crossing services; • Finalise utilities agreements for connections at AGIs; • Finalise infrastructure crossings agreements/consents (Highways

Authorities (Roads & Public Rights of Way) / Network Rail/ Canal Trusts/ Internal Drainage Boards);

• Obtaining Licences from Natural England to deal with protected species;

• Obtaining other consents such as the Environmental Permits from the Environment Agency;

• Finalise Engineering and Construction Drawings and Specifications; • Building Regulation Approval where necessary; • Driffield – Bridlington High Voltage Overhead Power Line Electrical

Connection Agreement for Barmston Pumping Station (Northern Powergrid).

Appendix C – Consents Management Strategy




Consents being sought within the Development Consent Order

Activity Consent Legislation Consenting Authority Draft DCO Provisions Highways Consents Installation of pipeline under public highways

NRSWA Street Works Licence

New Roads and Street Works Act 1991

NYCC Highways ERYC Highways

Article 11 Street Works gives “statutory right” i.e. equivalent of a NRSWA Licence for works listed in Schedule 4 Street Works

Open–cut pipeline installation under public highway requiring temporary road closure

Temporary Traffic Regulation Order

Road Traffic Regulation Act 1984 S14


Article 14 Temporary Stopping Up of Streets gives power to divert traffic from a street as set out in Schedule 6 Part 2.

Temporary Accesses to works Consent for vehicular access across footway or verge

Highways Act s184 NYCC Highways ERYC Highways

Article 15 Access to Works gives power to form, layout, improve means of access as specified in Schedule 7 Access to Works

NRSWA Street Works Licence – ancilliary works




Sec 278 / Sec 62 Agreement Highway Improvements

Highways Act Sec 62 / Sec 278


Article 12 Power to Alter the layout of streets- gives powers to execute any works to provide or improve sight lines as set out in Schedule 5 Alteration of layout without the need for a S278 / S62 agreement

Permanent Accesses for Block Valves Consent for vehicular access across footway or verge

Highways Act Sec 184

ERYC Highways Article 15 Access to Works gives power to form, layout, improve means of access as specified in Schedule 7 Access to Works



ERYC Highways Article 11 Street Works gives “statutory right” i.e. equivalent of a NRSWA Licence for works listed in




Activity Consent Legislation Consenting Authority Draft DCO Provisions Schedule 4 Street Works





Wade House Lane / A645 Junction modifications to accommodate permanent access for Multi-junction

Consent for vehicular access across footway or verge


NYCC Highways




NYCC Highways




NYCC Highways


Sands Road Barmston widening and upgrading of Public Highway Modifications to road layout at junction

Consent for vehicular access across footway or verge


ERYC Highways


NRSWA Street Works Licence – ancillary works


ERYC Highways


Temporary Traffic Regulation Order - temporary stopping up

Road Traffic Regulation Act 1984 S14

ERYC Highways Article 14 Temporary Stopping Up of Streets gives power to divert traffic from a street as set out in




Activity Consent Legislation Consenting Authority Draft DCO Provisions during road widening works

Schedule 6 Part 2.

Sec 62 Agreement Highway Improvements

Highways Act 1980 Sec 62/ Sec 278

ERYC Highways Article 12 Power to Alter the layout of streets- gives powers to execute any works to provide or improve sight lines/ alter the width of carriageway as set out in Schedule 5 Alteration of layout without the need for a S278 / S62 agreement

Public Rights of Way Consents Temporary closure of footpaths/ bridleways during pipeline / AGI construction

Temporary Closure Order/ Traffic Regulation Order

Highways Act 1980 / Road Traffic Regulations Act 1984

NYCC Highways (PRoW) ERYC Highways (PRoW)

Article 14 Temporary Stopping Up of Rights of Way gives power to prevent persons from passing along a right of way as set out in Schedule 6 Part 1. Subject to consulting highway authority

Marine Licences River Ouse tidal section Permanent pipeline installation/ construction

Marine Licence Marine and Coastal Access Act

Marine Management Organisation

Article 43 Deemed Marine Licence as set out in Schedule10

Landfall construction works below High Mean Water Springs

Marine Licence Marine and Coastal Access Act

Marine Management Organisation

Article 43 Deemed Marine Licence as set out in Schedule10

Nature Conservation Consents & Licences

Pipeline construction in vicinity of River Hull Headwaters SSSI Temporary Construction Access – Kelk Beck Dewatering operations in vicinity of Kelk Beck & River Hull including Discharge of water to Kelk Beck & River Hull (under Environmental Permit)

SSSI Consent for operations likely to damage the special interests of a SSSI Notice of proposal to carry out an operation on a SSSI

Section 28E (1)(a) Wildlife and Countryside Act 1981 (as amended and inserted by section 75 and Schedule 9 of the Countryside and Rights of Way Act 2000)

Natural England Schedule 12 Paragraph 2 of draft DCO provides permission to carry out operations (referred to in sections 28E and 28I(2) of the 1981 Act) that may damage a SSSI




Activity Consent Legislation Consenting Authority Draft DCO Provisions Works requiring removal of ‘important’ hedgerows as defined by the Hedgerow Regulations

Hedgerow Removal Notice Hedgerow Regulations 1997 Selby District / NYCC /ERYC

Article 45 gives power to remove any hedgerow without need for hedgerow removal notice under the Hedgerows Regulations 1997 as set out in Hedgerow Plans (Document Reference 2.5) For the purposes of the authorised development the Hedgerow Regulations 1997 are excluded under the Order.

Works to trees protected by Tree Preservation Order

Tree Preservation Orders Town and Country Planning (Tree Preservation) (England) Regulations 2012

Selby District/ NYCC/ ERYC

Article 46 gives power to fell, lop, cut back roots of tree protected by Tree Preservation Order. The permission granted by the article would constitute a deemed consent under a Tree Preservation Order.




Consents to be progressed outside of the Development Consent Order Activity Consent Legislation Consenting Authority Approach to obtaining consent Water Consents Permanent installation of pipeline under Main River

Flood Defence Consent Water Resources Act 1991 s 109

Environment Agency EA initially advised they would not agree to include consent in DCO (under s 150)1 Statement of Common Ground with EA Detailed design prepare crossing drawings Construction contractor to prepare method statements and supporting material for National Grid to apply for Flood Defence Consent from EA 6 month prior to construction

Temporary works to install pipeline in/over Main River

Flood Defence Consent/ Byelaw Consent

Water Resources Act 1991 s 109/ Yorkshire Land Drainage Byelaws 1980

Environment Agency Statement of Common Ground with EA Detailed design prepare temporary works plan Construction contractors to prepare method statements & apply for EA Consent

Temporary construction access in/over Main River

Flood Defence Consent/ Byelaw Consent

Water Resources Act 1991 s 109 / Yorkshire Land Drainage Byelaws 1980

Environment Agency Statement of Common Ground with EA Detailed design to confirm locations. Construction contractors to prepare detailed list with access type/ flume size & no.

1 During initial consultations with the Environmental Agency they advised that they would not agree to the DCO including a provision under Section 150 of the Planning Act 2008 which would remove the need for EA consents under the Water Resources Act 1991 to be granted. A letter dated 21 May 2014 from the Environment Agency stated that they would now consider requests to dis-apply relevant legislation that may result in a simplification of the consenting process. Upon consideration, National Grid have decided to submit the application without Section 150 provisions.




Activity Consent Legislation Consenting Authority Approach to obtaining consent apply for EA consent

Temporary works within 8m of Main River Byelaw Consent Yorkshire Land Drainage Byelaws 1980

Environment Agency Statement of Common Ground with EA Detailed design confirm locations Construction contractors apply to EA for consent

Land Drainage outfalls into Main River Flood Defence Consent/ Byelaw Consent

Water Resources Act 1991 s 109 / Yorkshire Land Drainage Byelaws 1980

Environment Agency Statement of Common Ground with EA Detailed design – to submit outfall locations to EA. Construction contractors apply to EA for consent

Well point Dewatering – abstraction Abstraction License Water Act 2003 / Environment Agency Statement of Common Ground with EA Groundwater profiles to be established and levels & quality monitored. Locations to be confirmed. Construction contractors to prepare method statements & apply for EA Consent

Well point de-watering – discharge to surface water

Environmental Permit Environmental Permitting Regs 2010

Environment Agency Statement of Common Ground with EA See above – locations to be confirmed Construction contractors to prepare method statements & apply for EA Consent

De-watering excavations -abstraction Abstraction License Water Act 2003 / Environment Agency Statement of Common Ground with EA Construction contractors to apply




Activity Consent Legislation Consenting Authority Approach to obtaining consent for EA consents

Dewatering excavations - discharge Environmental Permit Environmental Permitting Regs 2010

Environment Agency Statement of Common Ground with EA Groundwater monitor water quality 1 year pre-construction Construction contractors to prepare mitigation (Pollution Prevention / Water Management Plan) and apply for EA consents

Hydrostatic test water - Abstraction Abstraction License Water Act 2003 / Environment Agency Statement of Common Ground with EA Sources to be confirmed Construction contractor to agree sources and apply for EA consent

Hydrostatic test water - Discharge Environmental Permit Environmental Permitting Regs 2010

Environment Agency Statement of Common Ground with EA Return to source or agree discharge point with EA Construction contractors to prepare mitigation (Pollution Prevention / Water Management Plan) and apply for EA consents

Surface water run-off – control/ treat & discharge


Environment Agency Statement of Common Ground with EA Compliance with Pollution Prevention Guidelines Construction contractors to to prepare mitigation (Pollution Prevention / Water Management




Activity Consent Legislation Consenting Authority Approach to obtaining consent Plan) and agree measures/ apply for consent with EA

Permanent installation under ordinary watercourse

No mention of under watercourse in LDA- part of consent below

IDB / Lead Local Flood Authority (ERYC)

IDBs want consent application for permanent installation Statement of Common Ground with IDBs/LLFA Detailed design to confirm locations / prepare crossing drawings Construction contractors to prepare method statements and supporting material for National Grid to apply for Consent

Temporary works to install pipeline in/over ordinary watercourse

Flood defence consent Land Drainage Act 1991 s 23 IDB / Lead Local Flood Authority (ERYC)

IDBs have not agreed to include consent in DCO (under s 150), same approach to be taken for ERYC consents. Statement of Common Ground with IDBs/LLFA Detailed design to confirm locations / methods/ prepare temporary works plan Construction contractors to prepare method statements and apply for IDB Consent




Activity Consent Legislation Consenting Authority Approach to obtaining consent Temporary construction access in/over ordinary watercourse

Flood defence consent Land Drainage Act s23 / s66 Land Drainage Byelaws

IDB / Lead Local Flood Authority (ERYC)

Statement of Common Ground with IDBs/LLFA Detailed design to confirm locations Construction contractors to provide details of crossings (no./ size of flumes)

Temporary works within 9m of ordinary watercourse

Land Drainage consent Land Drainage Byelaws IDB Statement of Common Ground with IDBs/LLFA Detailed design to confirm locations Construction contractors to apply for consent

Land Drainage outfalls into ordinary watercourse

Land Drainage consent Land Drainage Byelaws IDB Statement of Common Ground with IDBs/LLFA Detailed design – to submit outfall locations to IDBs/LLFA Construction contractors to apply for consent

Sewage discharge to septic tank/cesspit – groundwater soakaway


Environment Agency Statement of Common Ground with EA Detailed design to confirm sewage discharge requirements. Apply for EA Consent as appropriate

Waste Consents Storage of waste on site – yard / working width Temporary storage prior to recycling/

Environmental Permit / Exemption?

Environmental Permitting Regs 2010

Environment Agency Statement of Common Ground with EA




Activity Consent Legislation Consenting Authority Approach to obtaining consent responsible disposal

Construction contractors to apply for Environmental Permit / Exemption

Storage of spoil on site – awaiting reuse Environmental Permit Exemption?

Environmental Permitting Regs 2010

Environment Agency Statement of Common Ground with EA Construction contractors to apply for Environmental Permit / Exemption

Storage of Hazardous Waste on site – transfer to Hazardous Waste Disposal site

Registration as producer of Hazardous Waste

Hazardous Waste Regs Environment Agency Statement of Common Ground with EA Construction contractors to register site as producer of Hazardous Waste

Emissions Consents Transport of CO2 in pipeline – venting of CO2

Greenhouse Gas Emissions Permit / Exclusion

Greenhouse Gas Emissions Trading Scheme Regulations 2012

Environment Agency Statement of Common Ground with EA National Grid to agree Monitoring Plan with EA and apply for permit

Protected Species / Habitat Consents Protection of species during construction European Protected

Species Mitigation Licence Conservation of habitats and Species Regulations 2010

Natural England Draft Licence application submitted to Natural England prior to DCO application Statement of Common Ground/ Letter of no impediment from Natural England Survey and apply for licences prior to construction

Highways Consents Street signage, traffic lights or speed Traffic Regulation Order Road Traffic Regulations Act NYCC Highways Statement of Common Ground




Activity Consent Legislation Consenting Authority Approach to obtaining consent reduction measures 1984

ERYC Highways with Highways Authorities

Detailed design to confirm locations National Grid to apply for order.




Figures 3.1 – 3.11 Scheme Layout

SL

T

ra

c

k

D

rain

Path (um

)

P

a

t

h

(

u

m

)

Drain

D

r

a

i

n

E

T

L

Track

Level Crossing

T

r

a

c

k

T

r

a

c

k

D

r

a

i

n

P

a

t

h

T

ra

c

k

D

ra

in

Pond

D

ra

in

P

a

t

h

(

u

m

)

Pond

D

r

a

in

Drain

D

r

a

i

n

Drain

D

r

a

in

Drax Hales

D

r

a

i

n

A

6

4

5

P

a

t

h

Dra

in

Pond

Brock Holes

Dra

in

D

ra

in

W

A

D

E

H

O

U

S

E

L

A

N

E

Pond

Pond

W

illo

w

R

o

w

D

ra

in

The Bungalow

D

r

a

i

n

HALES L

ANE (T

ra

ck)

Pond

D

ra

in

Track

H

a

le

s

F

a

rm

Pond

Pond

Cross Bank

D

r

a

i

n

B

R

IC

K

H

ILL LA

N

E

T

r

a

c

k

T

ra

c

k

D

r

a

i

n

Drain

D

ra

in

P

a

t

h

Pond

HALES LANE

Track

3.7m

Halfway

Council Houses

Drain

Drain

D

ra

in

Houses

Pond

House

D

rain

D

r

a

in

House

D

rain

4.1m

W

illo

w

R

o

w

D

ra

in

4.0m

D

rain

B

R

I

E

R

L

A

N

E

D

ra

in

Pond

Pond

D

rain

Drain

S

E

G

LA

N

E

(T

rack)

D

ra

in

D

rain

Landray

Pond

A

6

4

5

Halfway

H

A

W

D

A

Y

L

A

N

E

(T

ra

ck)

Dra

in

Pond

3.8m

N

E

W

L

A

N

E

D

ra

in

D

ra

in

Drain

Pond

D

rain

D

r

a

in

D

r

a

i

n

T

r

a

c

k

FB

Track

E

T

L

E

T

L

E

T

L

Greenacres

Ponds

1

.

2

2

m

R

H

1

.

2

2

m

R

H

1

.2

2

m

R

H

D

e

f

Tk H

T

k

H

RH

De

f

SD

S

P

1.2

2m

T

k H

Def

SD

SP

D

e

f

D

e

f

T

k

H

SP

Drax Power

SLs

T

h

e

W

ater

A

6

4

5

Cottage

FB

Belmar

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

4.6m

W

a

te

r

Westfield

4.7m

Cooling Tower

ET

L

LB

D

r

a

i

n

D

r

a

i

n

Bowling

Station

Hales Lane

M

P

.

5

Golf Course

Club

S

M

Court

Green

SL

SL

S

M

Cooling Tower

Farm

D

r

a

in

L

A

N

E

SM

S

M

Pond

Cooling Tower

W

a

t

e

r

Sluice

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

Cooling Tower

R

O

A

D

Tennis

B

u

n

g

a

l

o

w

House

D

r

a

i

n

5.3m

SM

H

A

L

E

S

FB

Station House

C

o

n

v

e

y

o

r

Cooling Tower

N

E

W

4.9m

P

a

t

h

(

u

m

)

W

a

te

r

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

Pond

House

D

rain

W

a

te

r

FB

D

ra

in

T

r

a

c

k

Station

W

a

te

r

Weston

Tank

Cooling Tower

Pond

Tank

W

R

E

N

H

A

L

L

L

A

N

E

3.9m

W

a

te

r

Cooling Tower

Tanks

Trav

Station

W

a

te

r

C

ra

n

e

Cooling Tower

Drax Power

Tank

FB

Cooling Tower

Chy

4.3m

Sludge Lagoons

D

ra

in

Tanks

Tank

Tanks

Cooling Tower

ET

L

FB

Chy

Sluice

Tanks

FB

Tank

Sluice

Cooling Tower

Tanks

WB

Tanks

N

E

W

R

O

A

D

Pond

Drain

Drain

Sluice

Cooling Tower

E

T

L

W

a

te

r

E

T

L

C

rane

F

B

FB

T

ra

v

e

llin

g

C

onveyor

4.5m

Drain

TCBs

E

T

L

Pond

D

ra

in

M

I

L

L

L

A

N

E

(

T

r

a

c

k

)

S

T

P

E

T

E

R

'S

Mill House

3.8m

MAIN ROAD

4.9m

D

r

a

i

n

P

a

th

(

u

m

)

5.2m

4.6m

WREN HALL

Pavilion

Drax County

Earthworks

C

o

ts

w

o

ld

LANE

Farm

House

Tennis Court

Briarden

School

D

ra

in

L

o

d

g

e

Drax Hall

Providence

R

E

A

D

C

L

O

S

E

5.0m

P

ath (um

)

CA

ST

LE

H

IL

L L

AN

E

4.4m

Field

Providence Place

Primary School

C

H

U

R

C

H

D

IK

E

L

A

N

E

Castle Hill

Track

TCB

Pond

P

a

th

(u

m

)

Drax

Ponds

Rose Villa

G

D

N

S

Playing Field

Drax Hales

P

a

t

h

The Vicarage

Saints Peter & Paul

Pond

Pond

The Granary

H

o

lm

e

fie

ld

s

Castle

Drain

P

O

P

L

A

R

GP

Playing Field

Cottage

D

r

a

in

Church

B

A

C

K

L

A

N

E

Poultry House

Pond

T

rack

Hall

Chesam

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

Silos

Pond

Pond

El Sub Sta

R

O

A

D

Read

Westfields

Pp Ho

D

r

a

i

n

The Norwoods

D

r

a

i

n

Baxter Hall

T

r

a

c

k

Pond

D

r

a

i

n

D

r

a

i

n

Drain

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

3.7m

D

r

a

in

4.0m

D

ra

in

W

R

E

N

H

A

L

L

L

A

N

E

D

ra

in

Pond

S

H

A

R

P

H

IL

L

P

a

t

h

(

u

m

)

D

r

a

in

Drain

D

ra

in

CARR LANE

Woodlands

D

r

a

in

D

r

a

in

P

a

t

h

(

u

m

)

D

ra

in

Drain

Drain

D

r

a

i

n

Pond

Drain

Dra

in

4.1m

D

r

a

in

New Close Wood

L

A

N

E

ETL

Wren Hall

D

ra

in

Woodcock Wood

4.4m

GP

B

R

IE

R

4.0m

C

H

U

R

C

H

D

I

K

E

L

A

N

E

4.0m

Dra

in

Moat

D

r

a

i

n

3.8m

R

U

S

H

O

L

M

E

L

A

N

E

T

r

a

c

k

Playing F

ield

4.0m

W

illo

w

4.5m

LA

N

E

Scurff Cottages

S

t

e

v

e

r

t

e

y

C

o

t

t

a

g

e

D

r

a

in

R

o

s

e

C

o

tt

a

g

e

Scurff Hall

FB

R

o

w

D

r

a

i

n

Tra

ck

Mole End

5.5m

(Red Flashing)

Track

BA

NK

FIE

LD

LA

NE

Sluice

The Lodge

FB

4.8m

Bollards

Bollard

Marsh

Drain

Pump House

Drain

Nelliefield Farm

Q

uay

Bollard Bollards

Bollard

P

ath (um

)

Sewage

Beacon

P

a

t

h

(

u

m

)

5.5m

MP

FB

Path (um)

D

r

a

i

n

ETL

B

u

r

r

Red

Bank Field

5.5m

4.3m

Rusholme R

each

Sluice

M

ean H

igh W

ater

W

h

e

e

l

5.5m

R

E

D

H

O

U

S

E

L

A

N

E

R

iv

e

r O

u

s

e

5.5m

Sluice

FB

D

is

m

a

n

t

le

d

R

a

il

w

a

y

MP

Low Field

Works

FB

4.2m

Mud

Black Tom Staith

M

ean H

igh W

ater

Pa

th

(u

m)

Diamond Cottage

D

ra

in

Dra

in

Pond

Beacon

R

u

s

h

o

l

m

e

R

e

a

c

h

Tra

ck

ROMANO

Rusholme Hall

BRITISH FARMSTEAD

Drain

3.8m

P

a

th

(

u

m

)

4.1m

GVC

4.0m

D

ic

k

o

n

F

ie

ld

LANE

T

ra

c

k

D

r

a

in

5.2m

RUSHOLME

3.9m

P

a

th

(u

m

)

M

e

a

n

H

ig

h

W

a

te

r

(Red Flashing)

(site of)

M

e

a

n

H

ig

h

W

a

te

r

R

i

v

e

r

O

u

s

e

G

A

T

E

L

A

N

D

F

IE

L

D

L

A

N

E

Drain

Middle Marsh

D

r

a

in

Red Marsh

Track

GREEN L

ANE

G

A

T

E

L

A

N

D

F

IE

L

D

L

A

N

E

(T

ra

c

k

)

B

A

N

K

F

IE

L

D

L

A

N

E

Path (um) M

e

a

n

P

a

th

(u

m

)

M

e

a

n

H

ig

h

W

a

te

r

G

R

E

E

N

LA

N

E

Gateland Field

R

iv

e

r O

u

s

e

ETL

(

T

r

a

c

k

)

L

o

w

fie

ld

D

ra

in

Holy Croft

R

ush

olm

e

R

e

a

c

h

H

ig

h

W

a

te

r

F

ie

ld

s

D

ra

in

D

r

a

in

(Track)

Pump House

Drain

F

ie

ld

s

HOLYCROFT LANE (Track)

D

rain

Drain

Low Field

Drain

L

o

w

fie

ld

D

ra

in

D

ra

in

7.6m

Track

H

olly

Well

Villa

Primary School

The

House

T

C

B

Kerik

6.1m

St Helen's

Barmby Cutting

T

h

e

O

ld

O

r

c

h

a

r

d

Church

Dunstall

Pond

Warren

F

a

r

m

Track

Works

Drain

Rose

Dra

in

The Paddock

A

c

o

rn

C

o

tta

g

e

MARSH LANE

D

ra

in

Drain

Drain

Solo Marsh

(Track)

SOUTH

H

a

w

th

o

rn

e

V

illa

E

T

L

St H

elen's F

arm

Track

Track

Willow

Path (um

)

D

e

lta

C

o

tta

g

e

Hills Field

Pond

Barmby Marsh

Mill

STR

EET

6.4m

House

Hall

Cottage

Burial

Cottage

B

a

s

s

e

tts

The Old

Railway Station

Lodge

E

a

s

t E

n

d

Vicarage

5.9m

House

Beech Tree

H

e

d

g

e

ro

w

s

Cottage

C

ra

k

e

m

e

r

Sewage

House

Farm

Pond

Drains

Derwent

D

ra

in

The Old

Farm

D

ra

in

Drain

Barmby-on-the-Marsh

Dra

in

T

h

e

C

o

tta

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s

(site of)

Drain

Fair Field

Masondale

Tra

ck

W

in

d

m

ill C

o

tta

g

e

School House

Ground

T

r

a

c

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Leigh Cottage

Barmby on the Marsh

6.1m

C

h

u

rc

h

V

ie

w

St Helen's

Drain

S

T

A

T

IO

N

L

A

N

E

C

h

u

rc

h

W

a

lk

6.3m

Orchard

Light-house

Lilac House

Cherry

House

Mayfield

MLW

MLW

WE

TH

ER

ALL R

OA

D

PH

FB

Tank

D

ra

in

S

w

im

m

ing P

ool

Pond

The Laurels

T

r

a

c

k

Track

T

ra

ck

DERWENT CHASE

POPLAR

COURT

Thorpecroft

Marren

House

Burghfield House

L Twr

L Twr

L Twr

L Twr

E

T

L

L Twr

Mast (Telecommunication)

Pond

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

L Twr

The

Hayloft

T

r

a

c

k

Corner

House

House

Essex

Oak Tree Farm

T

h

e

O

ld

O

r

c

h

a

r

d

Dove Cottage

West End

Bungalow

Tanks

Pond

Pond

Mast (Telecommunication)

Wind Turbine

Electricity Generating Station

Horsefair Lodge

Tree

Cottage

Cherry

OA

KF

IE

LD

A

VE

NU

E

1.22m

R

H

D

e

f

1

.2

2

m

T

k

H

Def

Def

1

.

2

2

m

R

H

D

e

f

U

n

d

Def

D

e

f

D

e

f

Def

1.22m RH

Def

1

.2

2

m

R

H

Def

S

D

1

.

2

2

m

R

H

1

.2

2

m

R

H

1

.2

2

m

R

H

D

e

f

1

.

2

2

m

R

H

D

e

f

1

.

2

2

m

R

H

S

D

D

e

f

U

n

d

D

e

f

CC

LW

D

e

f

C

o

C

o

n

s

t &

U

A

B

d

y

1

.

2

2

m

R

H

C

o

C

o

n

s

t &

U

A

B

d

y

C

C

L

W

C

C

L

W

C

o

C

o

n

s

t &

U

A

B

d

y

D

e

f

F

ie

ld

s

D

ra

in

D

ra

in

D

r

a

in

Track

Mean High Water

Mean High Water

Holy Croft

Rusholme Grange

Path (um)

R

u

sh

o

lm

e

R

e

a

ch

(Red Flashing)

Path (um)

Beacon

River Ouse

Pond

T

rack

D

rain

Seave Carr Bottoms

Drain

D

rain

Dra

in

Fields D

rain

D

ra

in

Track

Seave Carr

Drain

F

ie

ld

s

D

r

a

in

T

ra

ck

Gas Valve Compound

Track

D

rain

Dra

in

D

r

a

in

Oxen Stang Field

5.9m

Asselby Marsh

6.6m

D

rain

C

l

o

u

g

h

D

r

a

i

n

6.1m

T

rack

Barmby Marsh

Hither Great Field

Drain

5.1m

Dismantled Railway

Asselby Nurseries

Track

E

T

L

Drain

Asselby Marsh Drain

Track

D

rain

The Hawthorns

Orchard Lodge

BAC

K LAN

E

Tamarisk

Drain

Clayfield Drain

Newlands

Track

Track

Drewton

LA

ND

IN

G

LA

NE

D

rain

Ashes

The

Back Lane Farm

Dra

in

Drain

Bridge

Drain

Track

House

View

Drain

M

anderley

MA

RS

H L

AN

E ( T

ra

ck)

A

s

s

e

l

b

y

M

a

r

s

h

D

r

a

i

n

5.4m

Path (um

)

Drain

Lindum

House

6.1m

5.8m

Elf Cottage

Track

TH

E N

U

R

SE

R

IE

S

W

e

lls

C

o

tt

View

The Bungalow

Eel Hall

W

illo

w

L

o

d

g

e

Meml

FB

Box Tree Farm

TCB

5.6m

5.2m

Sheken

Ivy House

Westerby

Track

M

e

lo

d

y

C

o

tta

g

e

Sum

merfield H

ouse

Ro

se

C

otta

ge

Tra

ck

Chestnut

5.5m

So

uth

V

ie

w

Farm

5.0m

West End Farm

Street

Gardens

Birch Tree

E

g

r

i

n

House

5.0m

L

a

u

re

l H

o

u

s

e

Lea

Dismantled Railway

Asch

ileb

i

Muirfield

Derwent

B

o

x

T

r

e

e

C

o

tta

g

e

Springfield Lodge

Railway Cottages

Farm

Ashgrove

Asselby

Gill

Mount Pleasant

Phoenix Farm

Bungalow

Crossing Farm

Linton House

D

rain

Palmers Row

T

h

e

B

u

n

g

a

lo

w

Rose

Manor

M

A

IN

S

T

R

E

E

T

T

ra

c

k

PH

War

Field House Farm

Farm

Kirwood House

East

End

Farm

LB

Cyndene H

ouse

House

Old School House

5.7m

M

AIN

S

TREET

Council Houses

Field

The

Rocklea

Holmefield

Avallonia

Croft

Re

d N

ettle

H

ou

se

Kershout

Ashbourne

Turning Leaf Cottage

FB

Orchard H

ouse

Norton H

ouse

N

o

rd

H

ouse

Linden

C

rainan

C

o

tta

g

e

D

u

G

a

re

Johnsons Barn

Albert

The

Court

Earls

Nook

Lodge

Asselby

Gables

Farm

The

The

Haydn

Apple Tree

Barn

House

Old Stables

The

Elmhurst

Village

Barn

BLA

CK

SM

IT

H LA

NE

SO

UT

H L

AN

E

Old Fold

Yard

Langford

House

Rusholme Wind Farm

Wind Turbine

Wind Turbine

Wind Turbine

Un

d

Co Const & UA Bdy

D

e

f

CCLW

Def

1.22m

R

H

D

e

f

SD

SD

D

e

f

1.22m

R

H

D

e

f

W

a

r

d

B

d

y

S

D

D

e

f

The Old

Sty

P

a

t

h

E

T

L

D

r

a

i

n

Priory

D

r

a

i

n

C

a

r

r

D

i

k

e

D

ra

in

D

r

a

i

n

(Augustinian)

T

r

a

c

k

Pond

P

a

t

h

(

u

m

)

E

T

L

FB

E

T

L

Hook's

D

rain

3.7m

L Twr

Dra

in

C

o

n

v

e

y

o

r

Pond

(

D

r

a

i

n

)

D

r

a

in

Site of

FB

L Twr

Foreman's

D

r

a

in

Cottage

D

ra

in

Stone

D

r

a

i

n

Fields

D

r

a

i

n

Pond

Tanks

E

D

&

W

a

rd

B

d

y

D

e

f

1.2

2m

R

H

Def

Def

1

.2

2

m

T

k

H

D

e

f

1.22mRH

1.2

2m

R

H

Pond

D

r

a

in

T

ra

c

k

Ponds

Sheet 1 of 11

Figure 3.1

National Grid Carbon Limited

31 Homer Road

Solihull

West Midlands

B91 3LT

Co-financed by the European Union's

European Energy Programme for Recovery.

SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs

PIN's Reference EN070001

Not to Scale

Fig.No.

YORKSHIRE AND HUMBER CCS

CROSS COUNTRY PIPELINE

Background Mapping reproduced from Ordnance Survey Data, with the permission of the

Controller of Her Majesty's Stationery Office. © Crown Copyright & Database Rights(2014).

National Grid Carbon Ltd. Licence - 100055005

Drax PIG Trap

Temporary Construction Area

Temporary Construction Area 1


Camblesforth Multi-Junction




Inset : Drax PIG Trap

Inset : Camblesforth Multi-Junction

Temporary Construction Area - AGI


Temporary Construction Area- Pipeline

Flexible Drainage Area

Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline


A

s

s

e

l

b

y

M

a

r

s

h

D

r

a

i

n

Path (um

)

FB

5.0m

Newsholme Marsh

Newsholme

Houses

Newsholme Farm

Council

GP

GP

6.8m

6.8m

G

R

E

E

N

L

A

N

E

Loftsome Ho

T

r

e

y

a

r

n

o

n

Pond

6.3m

E

T

L

Wyre Oak

B

l

a

c

k

D

y

k

e

G

R

E

E

N

L

A

N

E

E

T

L

5.3m

5.2m

Drain

T

ra

c

k

3.3m

D

r

a

i

n

Yarmshaw

D

ra

in

Newsholme Marsh

White Rail Bridge

3.8m

D

ra

in

Y

a

rm

s

h

a

w

D

ra

in

Drain

Drain

Park Farm

D

r

a

i

n

D

rain

Newsholme Parks

T

r

a

c

k

5.7m

N

e

w

D

ra

in

Warp Farm

Sluice

Pond

D

r

a

i

n

5.0m

Pond

Sluice

Sluice

Green

Black D

yke

Beechtree Farm

Pond

D

ra

in

Drain

A

6

3

D

ra

in

Pond

Pond

T

rack

D

r

a

in

P

a

t

h

(

u

m

)

Sluice

Acres

A

6

3

B

etchw

orth

Red Doors Bridge

TCB

6.9m

5.7m

Rowland Hall

5.8m

MP 24

4.7m

Level Crossing

R

O

W

L

A

N

D

H

A

L

L

L

A

N

E

6.9m

E

T

L

Pond

MP.75

ETL

E

T

L Dumphills

Pp

(

D

r

a

in

)

Pond

The Bungalow

Rowlandhall Crossing

7.0m

B

l

a

c

k

D

y

k

e

5.6m

Rowlandhall

Plantation

Steps

Drain

A

63

D

r

a

i

n

Barn Hill

3.8m

Pond

M

oat

Lay-by

4.2m

Bridge

Dyon

Pond

Duck Swang

D

r

a

i

n

M

o

a

t

Pond

4.1m

Yarmshaw

D

rain

Drain

Yarmshaw Plantations

3.7m

Barnhill Hall

Pond

B

A

R

N

H

IL

L

H

A

L

L

L

A

N

E

Pond

Dra

in

Pond

Pond

P

a

th

(u

m

)

P

a

th

(

u

m

)

Pond

Newsholme Parks

ETL

SP

Brind

Pond

GP

MP.25

Brind Crossing

ETL

P

o

n

d

MP.5

Level C

rossing

Pa

th

(u

m)

Bishopsoil

P

o

n

d

5.0m

5.1m

E

T

L

D

r

a

i

n

Howden Parks

Bishopsoil

D

u

c

k

S

w

a

n

g

D

r

a

i

n

D

r

a

in

D

ra

in

Park Farm

Drain

D

u

c

k

S

w

a

n

g

Park Farm Cottages

E

T

L

D

ra

in

Drain

5.2m

Farm

5.1m

ETL

El Ps

St Mary Magdalen's Chapel

Wynn Cottage

MP.75m

(site of)

Farm

Brind

Bishopsoil

Howden Parks

P

a

th

(u

m

)

Ringstone Hurst

(hermitage)

B

R

IN

D

L

A

N

E

Orchard Farm

Tank

D

r

a

in

E

T

L

SP

Level Crossing

MP.5

Brind

Bungalow

TCB

Village

Tanks

El Ps

The

SP

Drain

T

r

a

c

k

P

a

t

h

(

u

m

)

MP 23

Foot Bridge

T

r

a

c

k

T

r

a

c

k

Pond

Pond

The Old

Lane Farm

Pondside

Parlour

The Farm House

Mill End

Barn

Barn

FBs

Barnhill Farm

T

ra

c

k

T

r

a

c

k

Pond

D

e

f

W

a

r

d

B

d

y

S

D

D

e

f

S

D

CD

D

e

f

Ward Bdy

CD

1

.2

2

m

R

H

W

a

rd

B

d

y

Wa

rd

B

dy

1.5

2m

R

H

C

D

W

a

r

d

B

d

y

1

.

2

2

m

R

H

1

.2

2

m

R

H

5.1m

D

r

a

i

n

B

R

IN

D

L

A

N

E

D

r

a

i

n

Pond

4.9m

Pond

Pond

B

r

i

n

d

l

e

y

s

P

l

a

n

t

a

t

i

o

n

T

r

a

c

k

Brind

D

r

a

i

n

5.0m

Brind Common

T

r

a

c

k

Pond

BRIND LANE

Brind Chapel

D

r

a

i

n

D

r

a

in

Brind Common

D

r

a

i

n

5.3m

B

1

2

2

8

5.5m

D

r

a

i

n

Reservoirs

FB

W

a

r

d

B

d

y

1

.2

2

m

R

H

D

ra

in

Tks

Asgard

Woodlands

Tank

Dra

in

Bishopsoil

D

ra

in

Thorpe Common

Works

Pond

S

T

A

T

IO

N

R

O

A

D

Thorncroft

E

T

L

Thorpe Hall Cottage

The Shires

Pond

Thorpe Lodge

Willow Garth

4.4m

West Dene

E

T

L

T

r

a

c

k

4.5m

4.2m

4.1m

Pond

B 1228

Pond

Drain

ST

AT

IO

N R

OA

D

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

D

r

a

i

n

Pa

th

LB

Level C

rossing

T

ra

ck

Pond

4.6m

Drain

Level Crossing

MP 22

North Howden

The

D

ra

in

Crows Nest Farm

Drain

Thorpe Common

Dra

in

P

o

n

d

Dra

in

WO

OD

L

AN

E

Station Cottages

4.4m

Track

North Gates

Station View

Pond

D

rain

P

o

n

d

D

R

A

IN

L

A

N

E

(T

ra

ck)

Howden Station

Drain

Pond

Pond

(PH)

B 1228

Bishopsoil

Pond

Pond

Drain

SB

D

ra

in

4.6m

Rosedene

Barnes Wallis

Brenda House

Blackthorn

Pond

P

a

t

h

(

u

m

)

N

e

a

r D

ra

in

D

ra

in

4.5m

SP

MP.25

Howden Common

Dra

in

Drain

SP

M

ID

D

LE

L

A

N

E

(T

ra

ck)

Old Railway Cottage

Newfields

T

r

a

c

k

Cottage

T

ra

c

k

P

o

n

d

6.1m

Pond

T

r

a

c

k

P

o

n

d

Pond

Newfields

Tanks

P

o

n

d

El Sub Sta

Skelton Common

L

U

M

B

Y

L

A

N

E

(

T

r

a

c

k

)

D

r

a

i

n

P

o

n

d

T

H

O

R

P

E

R

O

A

D

P

o

n

d

P

o

n

d

A

6

1

4

Pond

D

r

a

i

n

Bishopsoil

Thorpe Hall

Newfields Farm

Pond

Belby Common

6.0m

6.2m

Thorpe Common

Newfields

MP.5

Skelton Common

6.3m

MP.25

Newfield House

T

ra

c

k

Pond

Bishopsoil

D

ra

in

Thorpe Common

N

e

a

r

D

r

a

in

Howden Common

Caville Bridge

D

R

A

IN

L

A

N

E

(T

ra

c

k

)

P

o

n

d

SP

D

r

a

i

n

P

o

n

d

Pond

P

o

n

d

P

o

n

d

Pond

MP.75

A

6

1

4

6.4m

Pond

Caville Hall Cottages

Level Crossing

5.7m

Tanks

Caville Hall

D

r

a

i

n

R

O

S

E

W

O

O

D

S

Swallow Cottage

The Poplars

Track

Pond

Pond

Caravan Site

Newfields

Newfields Lodge

L

U

M

B

Y

L

A

N

E

W

a

rd

B

d

y

1

.

2

2

m

R

H

1.22m RH

1

.2

2

m

R

H

D

e

f

CD

De

f

1.22m

R

HC

D

1

.2

2

m

R

H

1.2

2m

R

H

U

n

d

Def

1.22m

R

H

1

.2

2

m

R

H

W

ard B

dy

1

.2

2

m

R

H

1

.

2

2

m

R

H

1

.

2

2

m

R

H

1

.

2

2

m

R

H

D

e

f

D

e

f

D

e

f

W

a

r

d

B

d

y

D

e

f

Ponds

Pond

Drain

Club House

5.1m

C

o

m

m

o

n

e

n

d

D

ra

in

o

r F

e

a

th

e

rb

e

d

D

ra

in

GP

B 1228

FB Pond

Spaldington Common

Com

monend D

rain

Ponds

GP

Brickyard Farm

Pond

Ponds

5.3m

5.2m

Pond

Pond

Pond

Brickyard Cottages

5.1m

4.9m

4.7m

4.9m

D

ra

in

B

R

I

N

D

L

A

N

E

D

ra

in

FEATHERBED L

ANE (T

ra

ck)

WO

OD

LA

NE

D

rain

Pond

or F

eatherbed D

rain

Pond

Drain

B

1

2

2

8

Pond

Car Park

Tank

Spaldington Grange

5.3m

Centre

Spaldington

FB

FB

5.4m

Golf

Pond

FB

T

r

a

c

k

Spaldington Common

P

a

t

h

(

u

m

)

Bridge

Pond

The Rush

Drain

Pond

Foot

Foot Bridge

Dra

in

Bishopsoil

Foot Bridge

F

E

A

T

H

E

R

B

E

D

L

A

N

E

(

T

ra

c

k

)

N

e

w

D

r

a

in

C

o

m

m

o

n

e

n

d

D

r

a

in

o

r

F

e

a

th

e

r

b

e

d

D

r

a

in

5.3m

N

e

w

D

r

a

i

n

T

r

a

c

k

Bridge

F

E

A

T

H

E

R

B

E

D

L

A

N

E

(

T

ra

c

k

)

Bishopsoil

Pond

D

r

a

in

C

o

m

m

o

n

e

n

d

D

r

a

in

o

r

F

e

a

th

e

r

e

d

D

r

a

in

Foot

Pond

Old Rush

T

r

a

c

k

FB

D

e

f

1

.2

2

m

R

H

D

e

f

1.2

2m

R

H

Ward Bdy

2.4

4m

R

H

1

.

2

2

m

R

H

2

.5

9

m

R

H

2

.4

4

m

R

H

W

a

rd

B

d

y

W

a

rd

B

d

y

2

.5

9

m

R

H

Sheet 2 of 11

Figure 3.2


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline


NE

W C

AR

R L

AN

E

Dra

in

Pear Tree Farm

SLEIGHTS LANE (Track)

Drain

FB

Pond

Bishopsoil

Dra

in

Track

Asselby Grange

FB

Primrose Cottage

Spaldington Outside

C

o

m

m

o

n

e

n

d

D

r

a

i

n

o

r

F

e

a

t

h

e

r

b

e

d

D

r

a

i

n

Violet Grove

Pond

Tra

ck

Drain

Pond

FB

Pond

Dra

in

Drain

B

i

s

h

o

p

s

o

i

l

D

r

a

i

n

o

r

C

a

r

r

D

r

a

i

n

Foot Bridge

Pond

3.9m

Track

Path (um)

D

r

a

i

n

P

a

t

h

(

u

m

)

4.6m

Spaldington Outside

D

r

a

i

n

Tk

Tank

D

ra

in

T

r

a

c

k

B

i

s

h

o

p

s

o

i

l

D

r

a

i

n

o

r

C

a

r

r

D

r

a

i

n

D

r

a

in

Sikes Farm

D

r

a

i

n

D

r

a

i

n

T

r

a

c

k

R

i

v

e

r

F

o

u

l

n

e

s

s

Welamoor

Tk

D

r

a

i

n

Bishopsoil

Moore's Farm

The Carr

D

r

a

i

n

4.2m

A

6

1

4

Sikes

P

o

n

d

T

h

e

B

u

n

g

a

l

o

w

The Croft

Welham Bridge

3.3m

E

T

L

4.7m

3.9m

Welhambridge

Welham Bridge

Pond

Chapel

3.9m

4.1m

D

u

n

n

'

s

D

r

a

i

n

A

6

1

4

Bursea

D

ra

in

Welhambridge West

Cottage

Dra

in

Farm

D

r

a

i

n

D

r

a

i

n

3.4m

River Foulness

5.0m

ET

L

4.6m

D

ra

in

T

r

a

c

k

Welham Bridge Farm

Southgate

El Sub Sta

T

ra

c

k

5.0m

Pond

Pond

D

r

a

i

n

D

r

a

i

n

P

o

n

d

A

6

1

4

Newholme

P

u

m

p

Bursea Lane End Farm

4.2m

D

r

a

i

n

Pond

D

r

a

in

D

r

a

i

n

Pond

D

r

a

i

n

Pond

BURSEA LANE ENDS

3.9m

D

r

a

i

n

H

O

W

D

E

N

R

O

A

D

GP

Common Farm

Pond

4.6m

P

a

t

h

(

u

m

)

Foot Bridge

Pond

(D

ra

in

)

Pond

Pond

4.9m

Park S

ew

er

Drain

Bridge

F

E

A

T

H

E

R

B

E

D

L

A

N

E

(

T

ra

c

k

)

Pond

D

r

a

in

C

o

m

m

o

n

e

n

d

D

r

a

in

o

r

F

e

a

th

e

r

e

d

D

r

a

in

Pond

Foot

Y

o

k

e

D

y

k

e

Bridge

B

i

s

h

o

p

s

o

i

l

D

ra

in

F

e

a

t

h

e

r

b

e

d

D

r

a

i

n

FB

D

r

a

i

n

FB

5.1m

P

a

t

h

(

u

m

)

F

E

A

T

H

E

R

B

E

D

L

A

N

E

Carr Dra

in

C

o

m

m

o

n

e

n

d

D

r

a

in

o

r

Old Rush

Spaldington Common

Foot

(

D

r

a

in

)

4.8m

or

E

a

s

t

G

o

it

S

e

w

e

r

Pond

4.7m

(

D

r

a

i

n

)

Pond

(

T

r

a

c

k

)

E

a

s

t G

o

it S

e

w

e

r

(

D

r

a

in

)

Path (um)

P

o

n

d

Path (um)

P

a

th

(u

m

)

Spaldington Common

D

ra

in

D

ra

in

P

a

th

(

u

m

)

I

N

G

S

L

A

N

E

R

iv

e

r

F

o

u

ln

e

s

s

P

a

t

h

(

u

m

)

Pond

T

r

a

c

k

The Ings

Johnson's Farm

Spaldington Outside

L

o

n

d

e

s

b

o

r

o

u

g

h

D

r

a

i

n

Ponds

D

r

a

i

n

Farm

Poplar

(PH)

Mast

D

r

a

in

Bishopsoil

The Royal Oak

4.6m

Pond

Pastures

D

ra

in

4.7m

4.0m

Albany House

F

e

a

t

h

e

r

b

e

d

D

r

a

i

n

Drain

T

r

a

c

k

Avian

C

o

m

m

o

n

e

n

d

D

r

a

i

n

o

r

4.1m

GP

Pond

Pond

Spaldington Common

5.0m

D

rain

Yokegate

B

i

s

h

o

p

s

o

i

l

D

r

a

i

n

o

r

C

a

r

r

D

r

a

i

n

A

6

1

4

4.7m

F

E

A

T

H

E

R

B

E

D

L

A

N

E

(

T

r

a

c

k

)

Tank

D

ra

in

4.5m

D

ra

in

D

ra

in

Foot Bridge

4.6m

D

ra

in

Rose Villa Farm

4.3m

GP

Pond

Firtree House

D

r

a

i

n

Pond

P

a

t

h

(

u

m

)

The

Firtree

Warham Farm

P

a

t

h

(

u

m

)

G

r

e

a

t

C

o

m

m

i

t

t

e

e

D

r

a

i

n

T

r

a

c

k

P

a

th

(

u

m

)

Stud

A

6

1

4

Ivy House 4.9m

D

r

a

i

n

Coach

C

o

tt

a

g

e

GP

P

ath

(um

)

Chestnut Farm

Spaldington Common

The Ings

D

r

a

i

n

4.5m

T

ra

c

k

Fir Tree Farm

Spaldington Outside

Pond

Pond

Water Tower

House

F

ir

tr

e

e

Path (um)

Arglam

D

r

a

in

R

iv

e

r

F

o

u

ln

e

s

s

T

r

a

c

k

D

r

a

i

n

Pond

G

r

e

a

t

C

o

m

m

i

t

t

e

e

D

r

a

i

n

Warham Plantation

D

r

a

i

n

D

r

a

i

n

The Carr

Spaldington Outside

D

r

a

i

n

FB

Maalkedo House

Pond

FB

4.5m

T

r

a

c

k

Pond

The Bungalow

Taynton Lodge

T

r

a

c

k

T

r

a

c

k

Pond

Pond

Track

D

r

a

i

n

s

T

ra

c

k

Old Rush Farm

3

.

6

6

m

R

H

C

R

3

.6

6

m

R

H

C

R

W

a

rd

B

d

y

2

.5

9

m

R

H

2

.5

9

m

R

H

2

.

7

4

m

R

H

C

R

3

.0

5

m

R

H

3

.

6

6

m

R

H

D

e

f

C

R

D

r

a

in

o

r

6.1m

C

h

u

rc

h

D

ra

in

Pond

C

o

m

m

o

n

e

n

d

D

r

a

in

T

r

a

c

k

The Bungalow

D

ra

in

Pond

D

r

a

in

Bursea Lane

FB

R

iv

e

r

F

o

u

ln

e

s

s

D

r

a

in

Pond

B

U

R

S

E

A

L

A

N

E

The Carr

Dra

in

FB

Drain

C

attle G

rid

6.4m

F

e

a

t

h

e

r

b

e

d

D

r

a

in

Bursea

T

r

a

c

k

B

i

s

h

o

p

s

o

i

l

D

r

a

i

n

o

r

C

a

r

r

D

r

a

i

n

East Bursea Farm

D

r

a

i

n

Cottage

Pond

Bursea Farm

5.1m

D

r

a

i

n

FB

3.9m

4.7m

D

r

a

i

n

D

u

n

n

'

s

D

r

a

i

n

Pond

Bursea Close

Holme Common

D

r

a

i

n

Bursea Lane Farm

Bursea

D

r

a

i

n

D

r

a

i

n

D

r

a

i

n

Pond

D

r

a

in

D

ra

in

D

r

a

in

Pond

D

r

a

i

n

D

r

a

i

n

B

U

R

S

E

A

L

A

N

E

E

T

L

3.7m

D

r

a

i

n

D

r

a

i

n

D

r

a

in

Ponds

D

u

n

n

'

s

D

r

a

i

n

Pond

D

r

a

i

n

T

r

a

c

k

D

r

a

i

n

D

r

a

i

n

D

r

a

i

n

A

6

1

4

FB

D

r

a

i

n

D

r

a

i

n

Pond

The

D

u

n

n

'

s

D

r

a

i

n

Pond

Pond

Willows

Pond

T

r

a

c

k

Hollybush

D

ra

in

D

r

a

in

Sand Gap

D

r

a

in

Pond

R

iv

e

r F

o

u

ln

e

s

s

D

r

a

i

n

D

r

a

i

n

D

r

a

i

n

Pum

p

E

T

L

Bursea House

D

r

a

i

n

Pond

Pond

P

o

n

d

4.9m

5.5m

T

r

a

c

k

4.4m

4.9m

B

U

R

S

E

A

L

A

N

E

P

o

n

d

P

o

n

d

D

ra

in

B

U

R

S

E

A

L

A

N

E

D

r

a

in

5.3m

T

r

a

c

k

Pond

D

r

a

i

n

3.3m

D

r

a

i

n

D

r

a

i

n

D

ra

in

2.9m

D

r

a

i

n

Pond

D

r

a

i

n

D

r

a

i

nD

r

a

i

n

Bursea

D

r

a

i

n

Pond

3.7m

B

U

R

S

E

A

L

A

N

E

3.5m

D

r

a

i

n

D

r

a

i

n

T

r

a

c

k

D

r

a

i

n

D

r

a

i

n

D

r

a

i

n

D

r

a

i

n

Pond

D

r

a

i

n

Bursea

D

r

a

i

n

Grange Farm

D

r

a

i

n

Lodge

Pond

ETL

B

u

r

s

e

a

G

r

a

n

g

e

3.8m

Plump Bungalow

M

a

i

n

D

r

a

i

n

Tollingham

3.7m

D

r

a

in

D

r

a

i

n

Bursea

Pond

D

r

a

i

n

T

h

r

o

l

a

m

D

r

a

i

n

D

r

a

i

n

D

ra

in

Tollingham

FB

D

r

a

in

Bursea

D

r

a

i

n

D

ra

in

D

r

a

i

n

3.2m

2.8m

M

a

in

D

ra

in

Ponds

Ponds

D

r

a

i

n

D

R

A

IN

LA

N

E

D

r

a

in

N

E

W

L

A

N

E

(

T

r

a

c

k

)

Hasholme Hills

3.3m

T

r

a

c

k

Throlam Plantation

Throlam

Pond

S

R

SD

3

.

6

6

m

R

H

C

R

S

D

Sheet 3 of 11

Figure 3.3


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline


T

h

r

o

l

a

m

D

r

a

i

n

T

o

l

l

i

n

g

h

a

m

C

o

n

s

t

r

u

c

t

i

o

n

C

o

m

p

o

u

n

d

D

r

a

i

n

Pond

Holme Common

D

R

A

I

N

L

A

N

E

3.8m

Plump Bungalow

M

a

i

n

D

r

a

i

n

3.7m

D

r

a

i

n

D

r

a

in

Northolme

Bursea

D

ra

in

D

r

a

i

n

T

r

a

c

k

D

r

a

i

n

WB

S

K

I

F

F

L

A

N

E

Tank

Tank

T

r

a

c

k

D

r

a

i

n

T

h

r

o

l

a

m

D

r

a

i

n

6.4m

Industrial Estate

D

r

a

in

Tollingham

Holme

Pond

Estate

Clay Hill

El Sub Sta

Drain

S

K

I

F

F

L

A

N

E

T

r

a

v

C

D

r

a

i

n

Pond

T

r

a

c

k

5.7m

Tollingham

D

ra

in

Industrial

3.3m

Track

Tollingham

4.2m

Skiff Lane

D

r

a

in

D

r

a

i

n

Tollingham Warren

T

ra

c

k

Skiff Cottage

Lodge

D

r

a

in

Pond

D

r

a

i

n

T

h

e

D

u

c

k

F

a

r

m

D

ra

in

Warehouse

Rascal Moor

Moor Farm

D

r

a

in

D

r

a

i

n

D

r

a

i

n

7.5m

T

r

a

c

k

T

r

a

c

k

S

K

I

F

F

L

A

N

E

Beverley

Woodlands

D

r

a

i

n

7.5m

8.3m

D

r

a

in

T

rack

D

r

a

i

n

D

r

a

i

n

D

r

a

i

n

Forest Farm

T

r

a

c

k

Pond

6.9m

S

K

I

F

F

L

A

N

E

T

r

a

c

k

6.8m

Pond

D

ra

in

Skiff Farm

D

r

a

i

n

T

r

a

c

k

D

ra

in

Tollingham

Dra

in

Pond

Oakfield

D

r

a

i

n

Dra

in

D

r

a

in

D

r

a

i

n

Cottages

T

h

r

o

l

a

m

D

r

a

i

n

D

ra

in

Drain

D

ra

in

Pond

Holme Common

Pond

Pond

D

r

a

i

n

Drain

Tollingham

Ladies' Parlour

Drain

D

ra

in

Track

L

O

C

K

L

A

N

E

Pond

D

ra

in

Drain

Track

Pond

D

ra

in

B

l

e

n

c

o

Bungalow

P

a

t

h

(

u

m

)

Drain

D

ra

in

D

ra

in

Fernlands

D

ra

in

D

ra

in

K

e

r

r

y

la

m

o

n

t

The

D

ra

in

South Field

D

ra

in

High Garth

9.4m

Highgate

D

ra

in

T

ra

c

k

Lowgate

9.2m

13.5m

Drain

Church Hill

44.9m

Cottage

Church Hill

D

r

a

in

Pond

Middle Field

All Saint's Church

Lych Gate

Beaconfield

T

ra

ck

Graveyard

Observer Corps Post

T

r

a

c

k

D

ra

in

Pond

Beacon Farm

D

r

a

i

n

Pond

D

r

a

in

Pond

Track

Pond

Well

Tollingham Warren

7.3m

D

ra

in

Dra

in

D

ra

in

L

O

C

K

L

A

N

E

D

ra

in

D

rain

D

ra

in

D

ra

in

4.3m

6.4m

Keepers Cottage

Drain

Pond

5.7m

D

r

a

i

n

T

rack

Pond

T

r

a

c

k

Drain

D

ra

in

T

r

a

c

k

Pond

D

ra

in

Track

Pond

D

r

a

i

n

D

r

a

in

6.1m

Woodlands

D

ra

in

9.5m

D

r

a

in

Tank

D

r

a

in

Track

Woodlands Farm

D

r

a

i

n

Pond

D

r

a

i

n

Pond

East Common

Low Plantation

C

L

I

F

F

E

L

A

N

E

Pond

Drain

9.0m

D

r

a

i

n

Pond

D

ra

in

S

u

e

h

e

a

d

D

r

a

i

n

Back D

elfin

L

O

C

K

L

A

N

E

Track

Land of Nod

The Landing

D

rain

B

e

ils

B

e

c

k

D

ra

in

Egrem

ont D

rain

4.5m

D

ra

in

Pond

M

id

d

le

D

r

a

in

D

ra

in

Ponds

(D

rain)

T

r

a

c

k

Track

Pond

D

ra

in

Landing Farm

D

ra

in

Pond

D

ra

in

Pp

D

ra

in

North Cliffe Carr

5.0m

Pond

Drain

D

ra

in

C

L

I

F

F

E

L

A

N

E

W

a

te

r

Pond

E

a

s

t

I

n

g

s

D

r

a

i

n

D

ra

in

D

rain

5.3m

D

ra

in

D

r

a

in

D

r

a

in

Pond

T

ra

ck

Back D

elfin

4.4m

Duck Nest

SAND LANE

(D

rain)

E

g

r

e

m

o

n

t

D

r

a

i

n

Pond

6.2m

Drain

Water

T

ra

c

k

New Farm

T

ra

c

k

B

e

il

s

B

e

c

k

D

r

a

in

Drain

D

ra

in

W

a

t

e

r

B

a

c

k

D

e

l

f

i

n

D

ra

in

D

ra

in

T

r

a

c

k

Weir

(

D

r

a

i

n

)

D

ra

in

Pond

Dra

in

T

ra

ck

B

o

w

m

a

n

D

ra

in

East Ings D

rain

Tanks

Pond

D

r

a

in

Drain

East Ings

Holly Farm

House

N

i

c

i

t

a

The Granary

The Lodge

Track

Tank

Barn

Biddys

Pit

Piggery

Silo

Pond

SD

D

e

f

D

e

f

SD

Def

S

C

D

Co C

onst &

W

ard B

dy

Def

Def

Def

1.22m RH

Co Const & Ward Bdy

1.83m Tk H

Def

D

e

f

1.22m RH

D

ra

in

D

ra

in

Drain

T

ra

c

k

D

ra

in

T

ra

c

k

D

ra

in

D

r

a

in

Tank

Carr Farm

4.6m

4.4m

Boundary Wood

D

ra

in

Pond

Drain

Pond

Drain

5.5m

5.1m

Oakwood

Drain

Top Cottages

SAND LANE

8.1m

Beilsbeck Bridge

Drain

Avenue Farm

Black Clump

T

ra

c

k

T

r

a

c

k

Trevillis

6.6m

B

e

i

l

s

B

e

c

k

4.3m

D

rain

D

r

a

i

n

(disused)

Camp House

D

ra

in

T

r

a

c

k

D

r

a

i

n

Farm

D

ra

in

Burial Ground

L

O

N

G

L

A

N

E

Pond

B

a

c

k

D

e

l

f

i

n

Lock

D

r

a

in

Pond

(

D

r

a

i

n

)

Pond

D

r

a

in

Lock

10.1m

Common Farm

P

a

t

h

(

u

m

)

T

r

a

c

k

Church Farm

R

IV

E

R

L

A

N

E

Pond

Pond

E

l

S

u

b

S

ta

B

o

w

m

a

n

D

r

a

in

B

e

i

l

s

B

e

c

k

Spring

D

r

a

i

n

D

ra

in

Pond

10.2m

SAND LANE

Drain

Manor House

D

r

a

in

Dra

in

North Cliffe Wood

Tank

Cliffe Wood

P

a

th

(

u

m

)

Farm

D

r

a

in

10.1m

P

a

t

h

(

u

m

)

North Cliffe Lodge

Pond

D

ra

in

North Cliffe Common

10.6m

D

ra

in

D

rain

D

ra

in

13.2m

Beilsbeck Farm

B

e

ils

B

e

c

k

11.2m

T

ra

c

k

D

r

a

in

L

O

N

G

L

A

N

E

Compact Farm

D

r

a

in

D

r

a

i

n

D

r

a

in

Deira

13.9m

GP

GP

Dra

in

T

ra

c

k

Honeysuckle Cottage

13.4m

West View

SAND LANE

Rook Cottaqes

GP

16.5m

GP

North Cliffe

Pond

Pond

D

rain

D

r

a

in

E

l

S

u

b

S

ta

(Care Home)

Linden House

T

ra

c

k

Polo Club

White Rose

Tanks

1

.

8

3

m

R

H

U

n

d

D

e

f

1

.8

3

m

R

H

C

o

C

o

n

s

t &

W

a

rd

B

d

y

D

e

f

1

.

8

3

m

R

H

C

S

C

o

C

o

n

s

t

&

W

a

r

d

B

d

y

C

S

C

S

1

.8

3

m

R

H

d

e

f

Sheet 4 of 11

Figure 3.4


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline


Tollingham Block Valve


Inset : Tollingham Block Valve


E

T

L

Sewage Works

R

O

M

A

N

R

O

A

D

(

c

o

u

r

s

e

o

f

)

P

ath (um

)

W

e

i

g

h

t

o

n

B

e

c

k

Piggery

Foxhaven Farm

D

r

a

i

n

P

a

t

h

(

u

m

)

Common

Weighton

House

Mile

E

T

L

DIXON CLOSE

23.6m

House

R

O

A

D

D

r

a

i

n

D

r

a

i

n

Drain

D

r

a

i

n

D

ra

in

D

r

a

in

B

o

w

m

a

n

D

r

a

i

n

D

r

a

i

n

SHIPMAN

D

r

a

i

n

Crossfield

Lake

D

ra

in

KE

LS

EY

C

LO

SE

D

r

a

in

D

rain

C

L

IF

F

E

R

O

A

D

Weighton Common

D

ra

in

26.0m

H

A

W

L

I

N

G

R

O

A

D

44.1m

Drain

D

ra

in

Pleasant

D

ra

in

Pond

D

ra

in

D

r

a

in

D

rain

Drain

E

T

L

D

r

a

i

n

Drain

D

r

a

i

n

D

ra

in

A 1079

Pond

K

IR

B

Y

C

L

O

S

E

C

LIF

F

E

R

O

A

D

Drain

W

O

L

D

R

O

A

D

41.7m

Pond

D

r

a

in

D

r

a

in

D

r

a

in

Mount

S

A

N

C

T

O

N

R

O

A

D

E

T

L

26.7m

D

r

a

in

R

O

M

A

N

R

O

A

D

D

ra

in

Sancton Wold

Mask Hall

Mask Plantation

A

1

0

3

4

P

a

th

(u

m

)

M

A

R

K

E

T

W

E

I

G

H

T

O

N

R

O

A

D

D

r

a

i

n

A

1

0

3

4

63.3m

63.1m

G

A

U

F

E

R

H

I

L

L

Old (dis)

51.0m

S

A

N

C

T

O

N

R

O

A

D

D

ra

in

R

O

M

A

N

R

O

A

D

Weighton Wold

Pond

El Ps

(

c

o

u

r

s

e

o

f

)

13.2m

D

r

a

in

L

O

N

G

L

A

N

E

Compact Farm

Pond

Manor Farm

Pond

D

r

a

i

n

P

a

t

h

(

u

m

)

T

r

a

c

k

L

O

N

G

L

A

N

E

Pond

D

r

a

in

Weighton Common

16.7m

D

r

a

i

n

Farm

Deira

B

o

w

m

a

n

D

r

a

in

Pond

Poplar

B

e

i

l

s

B

e

c

k

Pond

R

O

M

A

N

R

O

A

D

(

c

o

u

r

s

e

o

f

)

C

LIF

FE

R

O

AD

22.5m

D

r

a

i

n

S

H

O

R

T

L

A

N

E

D

ra

in

Weighton Common

T

r

a

c

k

D

ra

in

D

rain

D

r

a

in

D

r

a

in

22.6m

L

O

N

G

L

A

N

E

22.2m

C

L

IF

F

E

R

O

A

D

Pond

D

r

a

i

n

24.0m

Drain

D

r

a

i

n

Lodge

D

ra

in

19.5m

R

O

M

A

N

R

O

A

D

Drain

Drain

D

r

a

i

n

22.9m

Lodge Plantation

The White

Drain

Pond

D

r

a

i

n

(

c

o

u

r

s

e

o

f

)

High Common Farm

Sluice

S

a

n

d

W

a

l

k

(

P

a

t

h

)

Weir

FB

Weir

Fish Pond

D

rain

Washdyke

Mill Hill

Fish Pond

36.5m

P

a

t

h

(

u

m

)

Sandwalk Plantation

Cascade Clump

Millhill Plantation

FB

South Park

Pond

Plantation

B

e

ils

B

e

c

k

Pond

36.2m

Bracken Hill

Pond

Drive Plantation

North Lodge

38.6m

Drain

Court

D

ra

in

D

ra

in

Drain

North Park

North Cottage

Swimming Pool

Cattle Grid

S

a

n

d

W

a

l

k

(

P

a

t

h

)

Sandwalk Plantation

D

r

a

in

South Cottage

D

r

a

i

n

D

r

a

i

n

Cattle

D

rain

Drain

25.2m

Cattle Grid

Houghton Hall

Jackson's Plantation

Dra

in

27.6m

T

r

a

c

k

Grid

D

r

a

in

Drain

Cattle Grid

Tennis

42.6m

The Old Vicarage

Hayside

61.6m

lngleborough

47.3m

Sancton

Englefield

Coldwell Spring

Pond

Sandhill

D

r

a

in

Pond

44.7m

Mill Cottage

D

ra

in

Path (um)

House

D

r

a

in

D

ra

in

Santone

House

FB

Presbytery

Pond

H

O

U

G

H

T

O

N

L

A

N

E

HIGH STREET

Goldie

Farm

Summerfield

Pond

Goldie Hill

W

h

it

e

T

ra

c

k

Pond

Houghton Lane Farm

Mill

House

View

H

o

u

s

e

Sancton Grange

Fir Tree

M

A

R

K

E

T

W

E

I

G

H

T

O

N

R

O

A

D

Pond

D

rain

D

ra

in

Jingleton House

P

a

t

h

(

u

m

)

39.9m

Church

R

O

M

A

N

R

O

A

D

Whitegates Plantation

South

The Grove

D

ra

in

D

r

a

i

n

Cottages

Tank

Glen

D

r

a

in

D

r

a

i

n

FB

House

Pond

D

ra

in

Jacobite

50.9m

Russets

All Saints'

Sunnymeade

Hill

D

r

a

i

n

House

Cottages

Grove

Fir Tree

Drain

D

r

a

i

n

45.5m

D

r

a

i

n

S

u

n

n

y

s

id

e

House

Vale

West Winds

ETL

Birch

P

a

th

(

u

m

)

The

T

ra

c

k

D

ra

in

Pump

Farm

Pond

Silverthorn

Church

Pond

Pond

Pond

L

O

W

S

T

R

E

E

T

59.4m

Prospect

Tank

The Old School

House

E

T

L

E

TL

E

T

L

Reservoir

T

r

a

c

k

E

T

L

T

r

a

c

k

El Sub Sta

FB

Jemoon Stud

H

O

U

G

H

T

O

N

L

A

N

E

1

.

8

3

m

R

H

1

.8

3

m

R

H

D

e

f

D

e

f

C

S

1

.8

3

m

R

H

D

e

f

1.83m

R

H

R

H

1

.

8

3

m

T

k

H

S

D

D

e

f

1

.8

3

m

R

H

1

.8

3

m

R

H

1

.

8

3

m

R

H

D

e

f

D

e

f

1

.8

3

m

R

H

Def

1

.8

3

m

R

H

D

e

f

Tel Ex

2

6

.3

m

House

Bow

PH

L

IN

E

G

A

T

E

W

E

S

T

F

I

E

L

D

R

O

A

D

Hall

Bridge

Works

Bank

Club

M

A

N

O

R

F

I

E

L

D

S

MARKET

WEIGHTON

R

O

A

D

P

a

t

h

(

u

m

)

CROFT

FB

S

ID

E

A

l

l

o

t

m

e

n

t

G

a

r

d

e

n

s

B

r

i

c

k

y

a

r

d

C

o

t

t

a

g

e

Well

ST

AT

IO

N R

OA

D

2

5

.0

m

Surgery

A

V

E

N

U

E

L

O

N

D

E

S

B

O

R

O

U

G

H

R

O

A

D

(P

la

y

g

ro

u

n

d

)

22.6m

The Green

H

u

n

g

a

t

e

24.7m

S

O

U

T

H

G

A

T

E

B

e

c

k

Path

Community Hall

LB

Wold View

Oak Lea

All Saints

S

O

U

T

H

F

I

E

L

D

P

A

R

K

S

P

R

I

N

G

N

O

R

T

H

G

A

T

E

G

R

O

V

E

P

R

O

V

I

D

E

N

C

E

R

O

W

ESS

N

o

v

a

P

O

Library

Sub Sta

G

L

E

N

F

I

E

L

D

25.5m

LB

P

R

I

N

C

E

S

S

R

O

A

D

26.1m

Yard

W

E

S

T

F

I

E

L

D

C

R

E

S

C

E

N

T

TCB

Council

S

A

N

D

F

I

E

L

D

C

L

O

S

E

W

o

r

k

s

PCs

B

e

c

k

P

r

i

n

c

e

s

s

P

a

r

a

d

e

S

k

e

l

f

r

e

y

21.3m

S

A

N

D

W

A

L

K

Area

Play

Church

T

U

R

N

E

R

C

L

O

S

E

FB

The Badgers

A

1

0

7

9

A

1

0

7

9

Weir

El

Track

FB

D

r

a

in

Becklands Park

S

Q

U

A

R

E

Market Weighton

H

o

l

m

e

l

e

a

25.2m

W

e

s

t

f

i

e

l

d

FIN

KLE

S

TR

EE

T

Smithy

PH

Works

B

a

n

k

LB

R

O

A

D

M

A

R

K

E

T

P

L

A

C

E

Gas Pump

Depot

S

T

H

E

L

E

N

'

S

M

e

m

o

ria

l P

la

y

in

g

F

ie

ld

El Sub Sta

D

r

a

i

n

H

O

L

M

E

R

O

A

D

C

o

u

r

t

M

ill

B

e

c

k

24.9m

25.2m

Playing Field

W

e

i

g

h

t

o

n

B

e

c

k

TCB

HALL

C

R

O

F

T

C

L

O

S

E

Paraiso

26.3m

FB

Y

O

R

K

C

L

O

S

E

Y

O

R

K

R

O

A

D

El Sub Sta

T

e

r

r

a

c

e

Infants School

BEECH CLOSE

Tennis Courts

P

H

26.9m

C

H

U

R

C

H

29.2m

Institute

S

C

O

T

T

S

All Saints'

N

O

R

T

H

G

A

T

E

V

A

L

E

Church

PH

H

I

G

H

S

T

R

E

E

T

Bank

T

H

E

A

R

C

H

W

A

Y

Builder's

27.5m

H

A

W

L

I

N

G

R

O

A

D

Yard

H

o

te

l

S

K

E

L

T

O

N

C

R

E

S

C

E

N

T

P

R

I

N

C

E

S

S

C

L

O

S

E

D

r

a

i

n

Play Ground

H

o

lm

e

C

o

u

r

t

Bradley Court

Red

House

V

i

e

w

C

R

O

F

T

V

I

E

W

Court

TCB

ASH GROVE

Gas Gnr

W

I

C

S

T

U

N

W

A

Y

S

T

E

P

H

E

N

S

O

N

C

L

O

S

E

H

A

N

S

O

N

C

L

O

S

E

W

I

L

S

O

N

C

L

O

S

E

P

A

R

K

S

I

D

E

C

R

U

M

P

T

O

N

R

O

A

D

S

T

E

E

L

C

L

O

S

E

SHIPMAN ROAD

S

W

E

E

P

C

L

O

S

E

W

o

o

d

l

a

n

d

s

W

i

c

s

t

u

n

L

o

d

g

e

S

W

E

E

P

R

O

A

D

Tennis Court

B

E

D

A

L

E

R

O

A

D

C

L

O

S

E

C

T

Piggery

Pol Sta

28.0m

L

A

N

G

D

A

L

E

H

U

M

B

E

R

S

T

R

E

E

T

(

T

r

a

c

k

)

D

ra

in

A

1

0

3

4

31.7m

TCB

Fire

D

ra

in

S

A

N

C

T

O

N

R

O

A

D

MEADOW DRIVE

D

r

a

in

C

h

u

rc

h

P

R

IN

C

E

S

S

R

O

A

D

A

1

0

7

9

LY

S

A

N

D

E

R

D

R

IV

E

Sta

37.5m

H

IL

L R

IS

E D

R

IV

E

W

A

L

K

LB

E

l

S

u

b

S

t

a

D

ra

in

L

E

A

C

R

O

F

T

H

IL

L R

IS

E

GLE

BE

LA

ND

S

W

A

L

K

P

A

S

T

U

R

E

N

O

R

T

H

F

I

E

L

D

R

O

A

D

Station

H

ILL R

IS

E

C

LO

S

E

El

(

c

o

u

r

s

e

o

f

)

D

r

a

i

n

L

A

M

B

E

R

T

C

L

O

S

E

E

A

S

T

F

IE

L

D

R

O

A

D

B

E

D

A

L

E

C

T

Dra

in

MILL

C

LIF

FE

R

O

AD

Club

D

ra

in

Orchards

O

L

D

Bowling

ETL

The

S

P

R

I

N

G

R

D

R

O

M

A

N

R

O

A

D

29.1m

(covered)

MS

Tower

D

r

a

in

BEVERLEY R

OAD

W

O

LD

A

V

E

N

U

E

Market Weighton Reservoir

T

H

E

30.1m

Mill Farm

D

r

a

i

n

Green

H

U

M

B

E

R

S

T

R

E

E

T

(

T

r

a

c

k

)

S

O

U

T

H

G

A

T

E

T

H

E

C

L

O

S

E

R

O

A

D

H

IL

L

R

IS

E

C

L

SA

IN

T A

ID

EN

C

LO

SE

C

E

N

T

U

R

IO

N

Pond

31.2m

C

O

R

N

E

L

IU

S

B

E

D

A

L

E

W

A

L

K

25.5m

EBO

R

V

IE

W

Sub

H

U

M

B

E

R

S

T

R

E

E

T

R

IC

H

M

O

N

D

C

L

O

S

E

26.2m

O

R

C

H

A

R

D

Hall

Hall

GP

49.6m

W

EIG

H

TO

N

H

IL

L

W

O

L

D

R

O

A

D

M

iddle

D

ale

R

O

M

A

N

R

O

A

D

A

1

0

7

9

The Bungalow

(disused)

D

ra

in

Pit

107.8m

Wold Cottages

Weighton Wold

(

c

o

u

r

s

e

o

f

)

Pit

89.6m

H

U

M

B

E

R

S

T

R

E

E

T

(T

ra

c

k

)

WEIGHTON HILL

Weighton Wold

Middle Dale

House

Weighton Wold

Reservoir (covered)

50.9m

Pump House

48.7m

S

P

R

IN

G

R

O

A

D

St Helen's Well

GP

S

P

R

IN

G

D

A

L

E

R

O

A

D

47.2m

S

P

R

I

N

G

D

A

L

E

32.5m

G

A

R

T

H

R

O

A

D

S

P

R

IN

G

R

O

A

D

G

O

O

D

M

A

N

H

A

M

45.1m

39.4m

P

a

t

h

(

u

m

)

46.9m

S

P

R

IN

G

D

A

L

E

R

O

A

D

Beck

Weighton Wold

LB

R

E

D

L

A

N

E

R

O

A

D

49.5m

M

ill

R

O

M

A

N

R

O

A

D

28.0m

S

p

rin

g

D

a

le

28.3m

D

is

m

a

n

tle

d

R

a

ilw

a

y

Spring

D

ra

in

D

ra

in

El Sub

50.6m

Sta

DA

LE

Mill House

E

L

L

I

O

T

W

A

Y

S

H

I

P

M

A

M

R

O

A

D

P

O

T

T

E

R

E

l

S

u

b

S

t

a

C

L

O

S

E

PH

S

W

A

L

E

S

D

R

I

V

E

TH

E

M

A

LTIN

G

S

T

r

a

c

k

D

ra

in

T

r

a

c

k

S

o

u

t

h

g

a

t

e

C

o

u

r

t

P

a

t

h

(

u

m

)

Football Ground

R

ip

le

y

P

la

c

e

P

i

n

e

C

o

u

r

t

S

A

N

D

H

O

L

M

E

E

l

S

u

b

S

t

a

Hudson

Lammas

House

Court

Court

Stable

Playground

Tryste House

Court

Day Nursery

ESS

H

olly

beth

H

ouse

FINKLE COURT

Car Park

Finkle

Mews

B

e

a

l

C

o

u

r

t

Masons

Yard

ESS

Ingle Court

S

L

A

T

E

R

C

O

U

R

T

ESS

Superstore

Ps

CHAPEL

CORNER

Y

o

r

k

T

e

r

r

a

c

e

Liby

Wicstun

Centre

ESS

C

ro

s

s

K

e

y

s

C

o

u

rt

Mount Pleasant

Church of England

Voluntary Controlled

Junior School

St Mary's

Market Weighton,

Roman Catholic

Primary School

(Secondary)

The Market Weighton School

Youth Centre

St

1.22m

RH

D

e

f

C

O

C

S

D

e

f

CS

K

IN

G

S

C

O

U

R

T

G

IA

N

T

B

R

A

D

L

E

Y

W

A

Y

Tumuli

Sancton

Wold

(disused)

Anglo-Saxon

Weighton Wold

E

T

L

(sites of)

Pit

Burial Ground

(site of)

T

r

a

c

k

Long Barrow

E

a

r

th

w

o

r

k

E

T

L

Sancton

(disused)

(

c

o

u

r

s

e

o

f

)

Wold

D

a

le

R

o

a

d

(

T

r

a

c

k

)

Pit

Pit

Noddles Hill

(disused)

T

r

a

c

k

1

.

8

3

m

R

H

D

e

f

(site of)

Tumulus

Weighton

MS

(sites of)

Tumuli

Tumuli

(site of)

Tumulus

(site of)

T

ra

c

k

High Wold Farm

Weighton Wold

146.1m

141.6m

Tumulus

Tumulus

Plantation

Tumuli

A

1

0

7

9

Tumulus

W

E

IG

H

T

O

N

H

IL

L

L

a

y

-b

y

(site of)

Callas Wold

T

r

a

c

k

(sites of)

Tumulus

(sites of)

Wold

Wold

Track

Weighton

Noddles Hill

145.4m

Pits

Sancton Wold

127.1m

137.8m

Track

Tumulus

Arras Reservoir

Weighton Wold

A 1079

131.0m

(covered)

MS

(site of)

(disused)

Weighton Wold

T

r

a

c

k

WOLD HOUSE FARM

Masts (Telecommunication)

1

.8

3

m

R

H

1

.

2

2

m

R

H

1.2

2m

R

H

1

.

8

3

m

T

k

H

D

e

f

D

e

f

1

.

8

3

m

R

H

Def

Sheet 5 of 11

Figure 3.5


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline



Spring

Springwells Pumping

Snever Dale

39.6m

Spring

Reservoir (covered)

Issues

46.2m

Goodmanham

Station

Crunkhill

Rifle Butts Quarry

(geological reserve)

Dale

Track

Goodmanham

1.22m RH

1.22m

Tk H

Def

Springwell

Wold

Dale

Field

Goodmanham

Guide

T

ra

c

k

D

is

m

a

n

tl

e

d

R

a

il

w

a

y

(disused)

Wold

Track

Pit

The D

ale

Weighton

Post

Goodmanham

G

o

o

d

m

a

n

h

a

m

D

a

l

e

Field

90.5m

50.2m

Wold

Goodmanham

T

ra

ck

96.6m

T

ra

c

k

Springwell

C

R

O

S

S

G

A

T

E

96.3m

T

r

a

c

k

Springwell Field

Round Hill

Pond

Goodmanham Wold

Weighton Wold

47.4m

Dale

51.3m

Goodmanham

Stone

53.1m

Round Hill

50.7m

Pond

(

N

a

t

u

r

e

R

e

s

e

r

v

e

)

Cattle Grid

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

T

ra

c

k

Goodmanham

(disused)

Pit

G

o

o

d

m

a

n

h

a

m

D

a

l

e

K

i

p

l

i

n

g

c

o

t

e

s

C

h

a

l

k

P

i

t

P

a

t

h

(

u

m

)

Wold

Allotment Farm

T

r

a

c

k

113.7m

Goodmanham Wold

112.8m

Well

T

r

a

c

k

T

r

a

c

k

Goodmanham Wold Farm

T

r

a

c

k

(c

o

u

rs

e

o

f)

Weighton Wold

77.8m

69.0m

KIP

LIN

GC

OT

ES

L

AN

E

Goodmanham Wold

E

a

rth

w

o

rk

Springwell Field

93.4m

House

42.3m

54.9m

E

a

r

t

h

w

o

r

k

(course of)

Warren Lodge

Springwell Field

(disused)

T

ra

c

k

Weighton Wold

Goodmanham Lodge Farm

Earthwork

40.5m

Pump

46.6m

G

o

o

d

m

a

n

h

a

m

D

a

l

e

44.0m

Kipling Cotes

(disused)

43.7m

63.1m

WB

Dism

antled R

ailway

Ridge Hill

Station

Goodmanham Wold

Station

78.3m

Pit

51.4m

46.7m

K

IP

L

IN

G

C

O

T

E

S

L

A

N

E

Sheep Dip

Farm

Sheep Dip

K

ip

lin

g

C

o

te

s

R

a

c

e

C

o

u

r

s

e

68.9m

(course of)

72.7m

South Dalton Wold

Pump

Course Hill

Earthw

ork

68.9m

Wold

39.8m

Goodmanham Dale

Etton Wold

Common Wold

Pump House

Walk House Farm

Goodmanham

78.5m

Southwold Farm

Dalton

Old Dale

Holme Wold

High Wold Fall

Etton Wold

Wold

K

i

p

l

i

n

g

C

o

t

e

s

R

a

c

e

C

o

u

r

s

e

South

Goodmanham Wold

Track

Tumulus

Kiplingcotes

Money Hill

Path (um)

Etton Wold

T

r

a

c

k

Weighton Wold

Ea

rth

wo

rk

(site of)

Tumulus

77.9m

(co

urse

o

f)

Quarry

Pit

Stone

Ridge Hill

Ridgehill Cottage

Wallis

Grange

79.6m

(disused)

WB

Tumuli

T

ra

c

k

Claphams

(sites of)

68.0m

GP

43.5m

Pond

North Flinders

(sites of)

Etton Wold

(disused)

D

is

m

a

n

tle

d

R

a

ilw

a

y

75.7m

Tumuli

T

rack

(disused)

47.5m

56.9m

Fir Tree Cottage

Etton Wold

63.3m

GP

GP

Stone

60.2m

Common Wold

37.9m

PARK ROAD

Pit

44.0m

Plantation

P

a

t

h

(

u

m

)

50.9m

T

r

a

c

k

58.8m

45.6m

K

ip

lin

g

C

o

te

s

R

a

c

e

C

o

u

r

s

e

60.1m

Old Dale

South Dalton Wold

(disused)

O

l

d

D

a

l

e

77.3m

Golden

Holme Wold

Little Wold

T

r

a

c

k

Stagbush Fall

Wold

80.2m

Track

62.6m

66.9m

Admirals

(disused)

PARK ROAD

Farm

South

Cottage

Money Pot

Kiplingcotes

Kiplingcotes

Cottages

Pit

Wold

58.5m

Moneypot Hill

Dalton

Long

Dale

Valley

T

r

a

c

k

Sheep Dip

(disused)

T

ra

c

k

T

ra

c

k

T

ra

c

k

Etton Wold

Pit

Cat Babbleton

T

ra

ck

Track

(disused)

South Dalton Wold

31.9m

32.1m

31.4m

Well

T

ra

c

k

47.8m

T

ra

c

k

41.0m

41.8m

(disused)

South

Short Dale

T

ra

c

k

Worm Hill Plantation

Raikes Hill

Little Wold

Hanging Grimstone

Nut Balks

T

ra

c

k

T

ra

c

k

Track

Plantation

Raikeshill Plantation

Jackson's

P

A

R

K

R

O

A

D

Dalton

Wold

T

r

a

c

k

Pit

T

ra

c

k

48.9m

T

e

n

n

i

s

C

o

u

r

t

T

r

a

c

k

T

r

a

c

k

1

.

2

2

m

R

H

1.22m R

H

1.2

2m

R

H

Def

D

e

f

Def

Def

1

.

2

2

m

R

H

1.2

2m

R

H

D

e

f

1

.2

2

m

R

H

C

o

C

o

n

s

t &

W

a

rd

B

d

y

1

.2

2

m

T

k

H

D

e

f

C

R

D

e

f

1.22m RH

1.22m RH

C

o

C

o

n

s

t

&

W

a

r

d

B

d

y

1

.2

2

m

R

H

D

e

f

Def

C

o

C

o

n

s

t

&

W

a

r

d

B

d

y

1

.2

2

m

1.42m RH

R

H

D

e

f

1

.

2

2

m

R

H

C

o

C

o

n

s

t

&

W

a

r

d

B

d

y

D

e

f

D

e

f

1

.

2

2

m

R

H

Def

C

o C

onst &

W

ard B

dy

Boundary Stone

D

e

f

1

.2

2

m

T

k

H

1.22m

T

k H

1.42m RH

D

e

f

D

e

f

1.2

2m

R

H

1.4

2m

R

H

1

.4

2

m

R

H

D

e

f

Dalton Park

Sundial

Tennis

31.3m

Fn

Lodge

Court

P

a

th

(u

m

)

Cattle Grid

Bothy

South

Dalton

Wold

Cottage

Cottages

South

Gardener's

P

a

th

(

u

m

)

28.2m

Etton Wold

P

a

th

28.1m

South

(disused)

Cottage

Dalton

Park

Cottage

33.2m

Cottages

R

o

b

in

R

h

e

a

B

a

lk

Laundry

T

r

a

c

k

PARK ROAD

Icehouse

R

obin R

hea B

alk

Dalton Park

T

ra

c

k

Wold

T

r

a

c

k

Dalton Wood

Keeper's

Pit

Bryans Plantation

Dalton Hall

Stable

Reservoir Clump

Cottages

Cattle Grid

37.5m

32.3m

Duck Planting

(disused)

1

.2

2

m

R

H

Oak

Def

F

F

Oak

Oak

D

e

f

S

P

D

e

f

Oak

Sheet 6 of 11

Figure 3.6


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline


Bulmers Triangle

Holme Wold

Kiplingcotes 77.3m

Golden

Holme Wold

Little Wold

80.2m

Admirals

South

Cottage

Money Pot

Moneypot Hill

Dalton Valley

T

ra

c

k

South

Short Dale

Raikes Hill

Little Wold

T

ra

c

k

T

ra

c

k

Track

Plantation

Raikeshill Plantation

Jackson's

Dalton

Wold

D

e

f

Field

T

r

a

c

k

52.5m

52.4m

53.0m

Holme Dale

Track

54.8m

Great West

(disused)

Track

Swiftdale

Plantation

Little West Field

Holme Wold

Pit

68.7m

Lund Wold

66.5m

Holme Wold

63.3m

67.9m

61.9m

Middleton Wold

T

ra

c

k

56.3m

Lund Wold

Farm

Woodland Lodge

Prickett's Hollow

Pond

Wold House

74.4m

P

a

th

(u

m

)

76.1m

67.7m

Tra

ck

T

ra

ck

T

ra

c

k

P

a

th

(

u

m

)

P

a

th

(u

m

)

Stone

MS

G

O

O

D

M

A

N

H

A

M

R

O

A

D

T

ra

c

k

T

r

a

c

k

Poultry Packing

T

r

a

c

k

(disused)

A

1

6

3

S

O

U

T

H

S

T

R

E

E

T

53.1m

S

O

U

T

H

D

R

I

V

E

Gate

Pond

Andrew's

Station

St

Church

Office

Westerly

C

h

u

r

c

h

H

ill

F

a

r

m

TCB

B

E

V

E

R

LE

Y

R

O

A

D

House

Pond

P

I

C

K

E

R

I

N

G

P

A

R

K

49.1m

52.7m

G

R

E

E

N

F

I

E

L

D

R

O

A

D

O

R

C

H

A

R

D

D

R

IV

E

West End

4

8

.

4

m

Wr T

54.3m

Pit

House

Pav

F

R

O

N

T

S

T

R

E

E

T

Farm

A

N

D

R

E

W

'S

C

L

O

S

E

Pit

Pond

(disused)

Club

P

a

th

(

u

m

)

Bowling Green

A

l

l

o

t

G

d

n

s

The Old

PH

L

A

N

E

P

a

t

h

(

u

m

)

P

a

th

(

u

m

)

T

ra

c

k

44.7m

PH

PO

Police

Church

Industrial

Estate

Cemetery

Lych

El Sub Sta

Pigeon Cote

School

S

T

Ivy

C

H

A

P

E

L

T

H

O

M

P

S

O

N

D

R

I

V

E

V

I

L

L

A

G

E

F

A

R

M

T

r

a

c

k

Tra

ck

1

7

Angilandy

Tanks

Silo

1

.2

2

m

R

H

1.22m RH

1.2

2m

R

H

D

e

f

Def

South

(disused)

Dalton

R

o

b

in

R

h

e

a

B

a

lk

T

r

a

c

k

Pit

Bryans Plantation

Reservoir Clump

Reservoir

Holme

Wold

Pit

52.1m

House

Whirligig

The Cottage

Holme Wold

(disused)

(covered)

48.7m

Head's Plantation

55.9m

Track

Bulmers Triangle

Lund Wold

52.9m

58.4m

53.0m

R

O

A

D

Stone

Pit

Pit

(disused)

T

r

a

c

k

B

E

V

E

R

L

E

Y

Track

(disused)

P

a

th

(u

m

)

Vicarage Farm

Lund Wold

Piggery

Bath

MS

Disinfectant

Silos

B

E

V

E

R

L

E

Y

R

O

A

D

Vehicular

P

a

th

(

u

m

)

Holme Planting

Smithy

47.1m

EAST STREET

Town End Farm

47.9m

Holme on the

GP

W

r

T

Holme Wold

Harolds Wood

Farm

C

hurc

h L

ane

Elms

S

t P

e

te

r's C

h

u

rc

h

Wolds

LB

47.9m

Village Farm

Graveyard

Business Centre

45.8m

(s

ite

o

f)

48.7m

TCB

29.0m

39.2m

GP

D

r

a

i

n

Pit

Pump

Pond

Farm

Lund Wold

B

1

2

4

8

41.7m

40.6m

38.6m

GP

Corporation

W

EST E

ND

39.5m

47.2m

26.4m

(disused)

House

House

Ivy

Hotham House Farm

Lund Wold

GP

Pit

43.0m

Farm

High Farm

House

Springfield

(disused)

Hall

Lund

B 1248

MS

Field

Pleasant

Well

Pit

Mount

(disused)

T

ra

c

k

Tank

GP

Farm

47.9m

Pond

Church

Pond

Dra

in

All

GP

B

1

2

4

8

35.6m

46.0m

45.7m

G

R

E

E

N

Saint's

40.3m

Playing Field

Track

Sheep Dip

Lockington

C

r

o

s

s

Clematis

Silo

T

H

E

41.1m

44.6m

46.4m

(P

H)

GP

Pits

TCB

View

Manor House Farm

LOCKINGTON ROAD

NO

RT

H R

OA

D

W

ellington Inn

Pond

Chapel

D

ra

in

(disused)

B

1

2

4

8

Pond

29.5m

Pond

Pembroke House

Track

Track

Tennis C

ourt

Pond

Oak House

Lund House

Pond

1.22m RH

D

e

f

Und

1

.2

2

m

R

H

1.2

2m

R

H

Def

1.22m RH

1.22m RH

1

.

2

2

m

R

H

1.2

2m

R

H

1

.

2

2

m

R

H

1

.8

3

R

H

1

.2

2

m

R

H

1.2

2m

R

H

2

.

7

4

m

R

H

1.5

2m

R

H

D

e

f

1.2

2m

R

H

1.2

2m

R

H

Pond

T

r

a

c

k

(disused)

Lair Hill

96.9m

T

ra

c

k

Tra

ck

Warren Dale

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

Pond

90.5m

78.9m

Holme Wold

Pit

87.0m

Lund Wold

Pond

83.9m

71.8m

Ledge Hill

Lund Warren

Farm

Warren Dale

Cow Dale

Lund Wold

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

Cottages

Pond

Warren House

1

.

2

2

m

R

H

D

e

f

D

e

f

Sheet 7 of 11

Figure 3.7


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline


Dalton Block Valve


Inset : Dalton Block Valve

34.9m

36.3m

Pit

31.2m

Pit

(disused)

34.1m

East

(disused)

MS

Field

T

r

a

c

k

T

r

a

c

k

22.4m

43.4m

28.4m

M

I

D

D

L

E

T

O

N

R

O

A

D

GP

Cottages

25.4m

44.5m

32.4m

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

30.5m

A

6

1

4

B

1

2

4

8

39.7m

Railway

33.9m

30.9m

Hornhill Top

Chalk Pit

33.5m

29.5m

B

1

2

4

8

Pond

Horn Hill

Works

Drain

24.3m

20.8m

21.7m

Issues

Poultry

Houses

WB

B

r

a

c

k

e

n

B

e

c

k

Pla

nta

tio

n

Drain

24.7m

19.6m

We

stb

elt

Drain

Old MS

14.9m

GP

15.2m

19.8m

BR

AC

KE

N LA

NE

Bracken Beck

13.9m

Hind

Cattle Grid

Cawkeld Field

Cattle Grid

Cottage

19.3m

Grid

Kilnwick New Farm

18.1m

24.8m

Spring

21.6m

Drain

B

ra

cke

n

B

e

ck

Pond

House

Cattle

29.1m

Bracken

Bracken

21.1m

Cattle Grid

18.5m

Tra

ck

Cawkeld

FB

Post

D

r

a

i

n

Post

17.1m

Cattle Grid

FB

Cawkeld

Cawkeld Sinks

Drain

FB

Drain

FB

Wedding Wood

Watton Beck

Post

FBs

Sluice

Pond

D

r

a

in

Cottages

Folly

C

a

w

k

e

ld

s

in

k

s

P

la

n

ta

tio

n

C

R

A

B

T

R

E

E

L

A

N

E

Post

14.9mBracken Fold

Track

Tennis Court

Track

T

r

a

c

k

Pond

Pond

Pond

Pond

D

e

f

1

.2

2

m

R

H

Co Const & W

ard Bdy

2.74m

R

H

D

e

f

1

.8

3

m

R

H

1

.8

3

m

R

H

1.2

2m

R

H

C

o

C

o

n

s

t

&

W

a

rd

B

d

y

1

.2

2

m

R

H

D

e

f

1

.2

2

m

R

H

Co Const & Ward Bdy

C

o

C

o

n

s

t

1.8

3m

R

H

S

S

&

W

a

r

d

B

d

y

C

o

C

o

n

s

t &

W

a

rd

B

d

y

1.8

3m

F

F

Def

1

.

8

3

m

R

H

Co Const & Ward Bdy

F

F

1.83m RH

1.8

3m

R

H

1

.8

3

m

F

F

1.83m RH

S

S

1

.

8

3

m

R

H

D

e

f

1.8

3m

F

F

1.83m Tk H

1.83m RH

Co Const & Ward Bdy

Co Const & Ward Bdy

D

e

f

1

.

8

3

m

F

F

1

.

8

3

m

R

H

W

ard B

dy

C

o C

onst &

W

ard B

dy

M

ID

D

L

E

T

O

N

R

O

A

D

Bainton Balk Farm

(disused)

GP

Council Houses

48.5m

E

T

L

B

1

2

4

8

42.3m

39.6m

Bainton lodge

GP

S

T

A

T

IO

N

R

O

A

D

Pit

Spring

Pond

37.1m

L

E

A

F

IE

L

D

R

O

A

D

45.7m

32.1m

B 1248

Pit

48.5m

A

6

1

4

(disused)

47.2m

Chalk Pit

O

LD

FIE

LD

L

AN

E

Old Field

T

ra

c

k

(T

ra

ck)

28.2m

Neswick Cottage

27.6m

Pond

E

T

L

Pond

Drain

T

ra

c

k

26.4m

Neswick Gardens

N

E

S

W

IC

K

L

A

N

E

32.3m

Neswick Hall

Pond

29.0m

32.6m

Pond

43.2m

Track

BURNBUTTS LANE

46.8m

41.1m

Dra

in

42.9m

Issues

26.2m

29.0m

E

T

L

35.5m

Pit

Pond

Grid

Cattle Grids

32.7m

Cattle

32.2m

Neswick Farm

39.7m

(disused)

Stackyard House

Pond

Old Field

D

ra

in

26.8m

26.5m

23.1m

BURNBUTTS LANE

(disused)

38.5m

41.0m

41.1m

Burn Butts

Pit

Burn Butts Cottages

Cawkeld Field

D

r

a

in

Bustardnest Fox Covert

Bustard Nest Farm

T

r

a

c

k

D

ra

in

Tank

D

r

a

i

n

The Farm House

Track

T

r

a

c

k

T

r

a

c

k

Track

Track

Pond

1

.2

2

m

R

H

1

.

2

2

m

R

H

Def

1.5

2m

R

H

Def

1.52m RH

D

ef

1.2

2m

R

H

1.22m

R

H

1

.2

2

m

R

H

F

F

1.5

2m

T

k H

D

e

f

1.5

2m

F

F

Def

1.52m

R

H

1

.5

2

m

R

H

1

.5

2

m

F

F

1.52m RH

D

e

f

1

.

2

2

m

R

H

D

e

f

1.2

2m

R

H

1

.

2

2

m

R

H

1.52m RH

1.52m FF

1.52m

R

H

1.52m

F

W

1

.

5

2

m

F

F

FW Def

1.52m

1.52m Tk H

Def

FW

T

k

H

1

.

2

2

m

R

H

1

.

2

2

m

R

H

1

.

2

2

m

R

H

1

.

2

2

m

W

a

r

d

B

d

y

W

a

r

d

B

d

y

W

a

r

d

B

d

y

D

e

f

Def

Drain

Pond

26.6m

BURNBUTTS LANE

23.2m

Drain

D

ra

in

D

ra

in

34.6m

Burnbutts Pits

Swinekeld Field

(disused)

Cawkeld Chalk Pit

(disused)

D

r

a

i

n

Pond

29.7m

Little Bustard Farm

BU

RN

BU

TT

S LA

NE

29.1m

28.9m

27.3m

D

r

a

i

n

Drain

Maple Lodge

Def

1.52m

R

H

Sheet 8 of 11

Figure 3.8


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline


Driffield

Construction

Compound

Spring

LB

1

4

2

128

6

7

El Sub Sta

1

3

2

1

2

9

127

LB

G

O

T

T

C

L

O

S

E

A

6

1

4

Pond

Mallard House

Spring

Ponds

5

L Twr

G

O

T

T

C

L

O

S

E

1

3

8

Rugby Ground

L Twr

L Twr

L Twr

53

3

4

2

9

6

8

4

4

Barracks

6

4

Alamein

2

2

1

7

4

5

LB

8

6

Tennis Courts

6

9

L

U

M

S

D

E

N

C

L

O

S

E

L

U

M

S

D

E

N

C

L

O

S

E

1

6

5

1

3

6

1

3

3

1

0

P

o

n

d

El Sub Sta

6

FB

G

i

p

s

e

y

R

a

c

e

5

9

5

5

2

8

18.4m

Spring

1

6

(

D

r

a

i

n

)

1

1

5

0

5

4

3

5

3

9

Spring

Spring

Spring

Hills

Pick

Drain

D

r

a

in

D

r

a

in

C

o

t

t

a

g

e

House

Janus

M

A

I

N

S

T

R

E

E

T

Paddock

The

D

r

a

i

n

St Leonard's

Farm

Church

10.0m

House

D

r

a

i

n

Beech Cottage

T

r

e

e

Leylandii

Drain

1

B

e

e

c

h

Elm Tree Farm

2

9.4m

9.4m

Church

Pond

Pinfold

D

r

a

i

n

D

r

a

i

n

Pick Hills

Pond

D

r

a

in

Driffield

Construction

Compound

D

ra

in

D

r

a

i

n

Pond

21.9m

22.4m

Track

Drain

Pond

D

r

a

in

Southlands

T

r

a

c

k

D

e

f

1

.

2

2

m

R

H

W

a

r

d

B

d

y

Allotment

22.4m

Track

Gardens

D

r

a

i

n

D

rain

16.4m

D

ra

in

GP

L

a

y

-b

y

16.3m

D

rain

16.0m

Dra

in

Pumping Station

Old Gawdy Hall

B

E

V

E

R

L

E

Y

R

O

A

D

Gawdy Hall Plantation

FB

MS

GP

FB

Shelter

D

r

a

in

D

ra

in

Northfield

19.8m

17.4m

B

e

c

k

Drain

D

rain

D

r

a

i

n

17.2m

D

r

a

in

16.7m

A

1

6

4

T

ra

c

k

House

Pond

21.1m

Old Fox Covert Plantation

Pond

T

ra

c

k

Old Sunderlandwick

Pond

Keeper's

Whin Plantation

Pond

FB

FB

D

ra

in

Beastman's Cottage

Jubilee Wood

O

L

D

S

U

N

D

E

R

L

A

N

D

W

I

C

K

L

A

N

E

Track

E

T

L

D

r

a

in

15.1m

D

r

a

in

A

1

6

4

D

r

a

in

D

r

a

i

n

T

r

a

c

k

Long Slaper

Tank

T

ra

c

k

Pond

North Lodge

D

r

a

in

Pond

E

T

L

D

r

a

in

Foot Bridge

Pond

Issues

Bar Farm

16.7m

Woodyard Cottages

17.3m

D

r

a

i

n

LB

Weir

D

ra

in

Shepherds Cottage

D

r

a

in

Pond

Path (um)

Tank

Howe Hill

18.9m

D

ra

in

D

r

a

in

Stone

of Sunderlandwick

O

L

D

S

U

N

D

E

R

L

A

N

D

W

I

C

K

L

A

N

E

Sunderlandwick Hall

Club House

19.2m

E

T

L

Pond

T

r

a

c

k

T

r

a

c

k

21.0m

Medieval Village

Driffield Golf Course

The Dower House

D

r

a

i

n

D

ra

in

D

r

i

f

f

i

e

l

d

T

r

o

u

t

S

t

r

e

a

m

Foot Bridge

(site of)

29.4m

Beech Holme

Hutton

Sta

R

O

A

D

North Field

St Peter's Church

Courts

28.4m

JENKINSON LANE

Courts

23.4m

Hutton

Jubilee

El

Pond

Tennis

SP

Pond

12.6m

Farm

12.3m

PIP

ER

View

27.0m

Builder's Yard

19.5m

Rotsea Lane

Elm

GP

B

E

C

K

L

A

N

E

CHURCH LANE

Tree

MP.25

26.3m

Lodge

Low Green Farm

Jenkinson

T

C

B

M

ILL S

TR

E

E

T

H

O

U

S

E

House

Wr T

Tennis

ST PETERS CLOSE

ORCHARD LANE

Vicarage

H

O

W

L

L

A

N

E

Mill

Wolds

MP.75

Northfield

Beck

Gatehouse

Ppg Sta

Drain

GP

(disused)

Mill Street Farm

Path (um)

HUTTON BALK

Farm

MP 17

Wroxton

17.5m

M

A

N

O

R

Silo

Church

Sub

R

O

T

S

E

A

L

A

N

E

14.0m

LC

Windmill

(T

ra

c

k

)

C

H

U

R

C

H

S

T

R

E

E

T

Pond

MP.75

D

ra

in

D

ra

in

N

o

r

t

h

f

i

e

l

d

P

l

a

n

t

a

t

i

o

n

Drain

D

r

a

i

n

Drain

Spring

MP.5

D

ra

in

D

r

a

i

n

K

n

o

r

k

a

D

i

k

e

D

r

a

i

n

Slaper Leys

North Field

D

ra

in

D

ra

in

D

r

a

in

BE

VE

RLE

Y R

OA

D

D

r

a

in

Dra

in

D

r

a

in

FB

Slaperleys Plantation

Pond

D

r

a

i

n

FB

A

1

6

4

A 164

MP.5

E

T

L

D

rain

Track

Track

South

Lodge

Pa

th

(u

m)

G

R

E

E

N

L

A

N

E

Dra

in

MP 18

Track

D

ra

in

Pond

MP.25

Level Crossing

D

r

a

in

SL

(

T

r

a

c

k

)

D

r

a

i

n

T

ra

c

k

D

r

a

in

D

ra

in

A

1

6

4

D

r

a

i

n

N

o

rth

fie

ld

B

e

c

k

Drain

D

rain

9.7m

M

EG

GIS

ON

'S

T

UR

NP

IK

E

Pond

E

T

L

Skerne Bridge

D

rain

S

k

e

r

n

e

B

e

c

k

D

rain

Cranswick Common

10.7m

C

O

R

PSLAN

D

IN

G

R

O

AD

9.6m

11.9m

11.4m

9.7m

GP

N

o

r

t

h

f

i

e

l

d

B

e

c

k

Pavilion

Track

9.6m

10.5m

North Field

10.3m

Recreation Ground

D

r

a

in

9.3m

Drain

11.8m

K

n

o

r

k

a

D

ik

e

Drain

D

ra

in

Spring

T

r

a

c

k

Lagoon

10.0m

D

ra

in

E

T

L

Rickle Pits

D

r

a

i

n

D

r

a

in

Drain

Track

Drain

D

ra

in

Track

D

ra

in

D

ra

in

Winds

D

ra

in

Thornset

Skerne Nook

T

r

a

c

k

11.9m

D

r

a

i

n

Four

D

r

a

i

n

E

T

L

D

r

a

i

n

T

r

a

c

k

D

r

a

i

n

Field House Farm

D

ra

in

13.6m

D

r

a

i

n

D

r

a

i

n

13.6m

10.2m

14.5m

S

k

e

rn

e

B

e

c

k

E

T

L

Dra

in

Pond

Drain

Drain

9.3m

Track

Drain

Drain

Drain

Drain

T

ra

c

k

Spring

Hills

Pond

11.9m

Track

Pick

11.4m

Drain

10.4m

Drain

D

ra

in

Pond

DRIFFIELD

D

r

a

in

(PH)

Farm

Pond

N

e

w

h

a

v

e

n

10.1m

C

o

t

t

a

g

e

N

ic

h

o

ls

o

n

s

9.7m

Yew Tree

Bank

B

A

C

K

S

T

R

E

E

T

Jacani

M

A

IN

S

T

R

E

E

T

The Glen

Cottage

The

Track

Well

Pond

D

r

a

in

C

e

d

a

r

d

a

l

e

V

i

e

w

St Leonard's

Farm

House

Church

F

a

r

m

W

e

s

t

The

S

p

r

in

g

s

id

e

Dra

in

L

i

l

l

y

LB

FB

The

H

i

p

D

ra

in

Southlands

T

h

r

e

e

W

a

y

s

Pond

10.0m

D

r

a

i

n

Beech Cottage

Conyers House

T

r

e

e

Lodge

Eagle Inn

Leylandii

Drain

School

Londesborough

Pond

Cottage

ROAD

B

e

e

c

h

Elm Tree Farm

GP

Ingram

G

a

r

t

h

9.4m

TCB

W

e

ll

H

o

u

se

10.6m

N

u

t

s

h

e

l

l

Beeches

9.9m

D

r

a

i

n

9.4m

10.4m

West End

Holly

Skerne

Church

Pond

Pp

Skerne

T

h

e

W

e

s

t

E

n

d

10.5m

Pinfold

D

r

a

i

n

Grange

D

ra

in

Iv

y

H

o

u

s

e

H

o

u

s

e

D

r

a

i

n

W

e

l

l

s

p

r

i

n

g

s

D

r

a

i

n

D

r

a

i

n

E

T

L

D

r

a

i

n

18.7m

Highgate Hall

21.8m

Drain

D

ra

in

D

r

a

i

n

23.2m

Highfield Farm

S

o

u

th

b

u

r

n

B

e

c

k

23.3m

Pond

Highgate Wood

Inkerman

Pond

E

a

s

tb

u

rn

B

e

c

k

20.6m

Plantation

Driffield

E

T

L

D

ra

in

T

ro

u

t S

tr

e

a

m

21.7m

W

e

lls

p

r

in

g

s

D

r

a

in

T

r

a

c

k

D

r

a

in

24.2m

Pond

Pond

Pond

D

ra

in

D

r

a

in

A

6

1

4

D

ra

in

26.3m

D

r

i

f

f

i

e

l

d

T

r

o

u

t

S

t

r

e

a

m

Track

E

T

L

D

i

s

m

a

n

t

l

e

d

R

a

i

l

w

a

y

Alma Plantation

Pond

Pond

Weir

Track

L

a

y

-b

y

Foot Bridge

Drain

PIN

FO

LD

CLO

SE

Pond

FB

FB

FB

Pond

Pond

Pond

Pond

Pond

Pond

T

ra

ck

T

r

a

c

k

FB

FB

FB

T

r

a

c

k

Track

Rose Cottage

Foxdene

Cottage

Winhill

Pond

F

B

Track

FB

The

School

Old

TH

E O

RC

HA

RD

S

E

T

L

C

O

U

R

T

Wansford

Cottage

Brigham

Cottage

Watton

Cottage

Beswick

Cottage

Mulberry

Cottage

Whin

Lodge

House

Southfield

L Twr

L Twr

Pond

Pond

L Twr

Pond

L Twr

Pond

L Twr

L Twr

L Twr

L Twr

S

o

u

th

w

o

o

d

M

e

w

s

Playground

C

S

1.14m

R

H

D

e

f

C

D

C

D

D

e

f

1.1

4m

R

H

1

.2

2

m

R

H

D

e

f

C

S

C

D

C

S

C

S

S

D

1

.

2

2

m

R

H

C

D

1

.

1

4

m

R

H

S

D

C

S

W

a

rd

B

d

y

W

a

r

d

B

d

y

W

a

r

d

B

d

y

W

a

r

d

B

d

y

Sluice

S

k

e

r

n

e

B

e

c

k

D

r

a

in

Pond

Pond

D

r

a

i

n

Binnings Grass

D

r

a

in

D

r

a

i

n

Dra

in

D

r

a

in

D

r

a

i

n

Pick Hills

Pond

Pond

Pond

Cleaves Farm

8.8m

E

T

L

8.3m

9.1m

9.2m

D

ra

in

8.6m

D

r

a

in

Pond

Pond

T

ra

c

k

Pond

Green Acre Lodge

FB

C

S

P

o

n

d

Track

P

o

n

d

s

FB

M

a

i

n

D

r

a

i

n

P

a

th

(

u

m

)

Bridge

Sluice

Wansford

FB

D

r

a

in

(disused)

P

o

n

d

s

10.5m

Sluices

MP

Trout Farm

Drain

Golden Hill

D

ra

in

D

r

a

in

D

r

a

in

MP

9.9m

Sluice

FB

8.8m

FB

Whinhill

FB

FB

Foot

FB

Overflow

D

r

i

f

f

i

e

l

d

C

a

n

a

l

Lock

River H

ull or W

est B

eck

E

T

L

FB

FB

L

a

y

-

b

y

FB

FB

Ponds

D

e

f

1

.

8

3

m

R

H

D

ra

in

Pond

Pond

Spring

FB

FB

P

a

t

h

(

u

m

)

FB

Pond

Trout Lake

Kelleythorpe

AUCHIN

LECK C

LOSE

KELLYTHORPE ROUNDABOUT

Track

17.0m

Pond

Spring

17.4m

L Twr

FB

LB

Pumping Station

MONTGOMERY SQUARE

M

O

N

TG

O

M

E

R

Y

S

Q

U

A

R

E

Gate Box

El Sub Sta

LB

A

6

14

G

O

TT C

LO

SE

Pond

Kelleythorpe

Pond

A

1

6

4

A

6

1

4

Pond

M

O

N

TG

O

M

ER

Y SQ

U

AR

E

Mallard House

Spring

FB

Cottage

Ponds

L Twr

G

O

T

T

C

L

O

S

E

Rugby Ground

L Twr

L Twr

19.1m

L Twr

L Twr

WB

El

25.4m

Barracks

Alamein

T

r

a

c

k

Store

Store

T

r

a

c

k

LB

Store

Store

Tennis Courts

El Sub Sta

Sta

R

A

M

S

D

E

N

C

L

O

S

E

LU

M

S

D

E

N

C

LO

S

E

Sub

LU

M

S

D

E

N

C

LO

S

E

El

El

P

o

n

d

El Sub Sta

20.3m

R

A

M

S

D

E

N

C

L

O

S

E

Sub Sta

A

U

C

H

IN

L

E

C

K

C

L

O

S

E

FB

G

ip

s

e

y

R

a

c

e

A

6

1

4

A

U

C

H

IN

L

E

C

K

C

L

O

S

E

18.4m

Spring

Springs

(

D

r

a

in

)

TCB

Sub Sta

Play Area

LB

Spring

Spring

Sheet 9 of 11

Figure 3.9


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline


Skerne Block Valve


Inset : Skerne Block Valve

Inset : Driffield Barracks Temporary

Construction Compound

8.8m

8.3m

D

ra

in

Pond

Bridge

Pa

th

(u

m)

FB

6.3m

Weir

Thornham Farm

D

r

a

i

n

Overflow

FB

Pond

Trout Farm

E

T

L

FB

(disused)

7.1m

o

r

Snake Holm

D

r

i

f

f

i

e

l

d

C

a

n

a

l

P

o

n

d

s

Snakeholm Lock

Drain

Sluice

B

a

n

k

5.2m

W

e

s

t

D

r

a

i

n

M

a

i

n

D

r

a

i

n

5.6m

7.0m

H

u

ll

R

iver

Snakeholm

D

r

a

i

n

D

r

i

f

f

i

e

l

d

C

a

n

a

l

D

r

a

i

n

4.7m

5.2m

D

r

a

i

n

D

r

a

i

n

5.8m

5.4m

Hastham

D

r

a

i

n

N

a

f

f

e

r

t

o

n

D

r

a

i

n

Sluice

D

r

a

in

Silos

D

r

a

i

n

The Poplars

D

r

a

i

n

The Grange

D

r

a

i

n

(

D

r

a

i

n

)

P

a

t

h

(

u

m

)

Navigation Drain Bridge

T

r

a

c

k

N

a

f

f

e

r

t

o

n

H

i

g

h

l

a

n

d

S

t

r

e

a

m

D

r

a

i

n

B 1249

4.8m

D

r

a

in

Drain

T

k

D

r

a

in

Foston Carrs

D

r

a

in

D

r

a

in

D

r

a

i

n

T

r

a

c

k

Pond

Nafferton

Carr Hill

D

r

a

in

F

o

s

to

n

B

e

c

k

D

r

a

in

Dra

in

Cruckley

Carr House Farm

Carrs

C

r

e

y

k

e

D

ik

e

N

a

f

f

e

r

t

o

n

D

r

a

i

n

D

r

a

i

n

Turf Carr

W

h

i

t

e

D

i

k

e

LB

Orchard Cottage

Hill

T

ra

c

k

Glory

Fallowfield House

Ch

estn

ut

GP

Drain

Morning

F

o

s

t

o

n

B

e

c

k

Fair

Yew Tree Cottage

Westfield

House

9.9m

The Old Post Office

Neth

erg

arth

Farm

9.0m

View

Craven Cottage

T

r

a

c

k

Farm

Cottages

T

r

a

c

k

Cottage

Drain

Pond

West Field

Cottage

Eastfield Lodge

Wr T

Pond

Danby Hill

Village

Valetta

Pond

Wold

D

rain

17.3m

Nurseries

Pond

Farm

Longacre

East Field

T

r

a

c

k

TCB

Foston Carrs

Pond

Church

Greens

Louvain

Pond

12.2m

Cross Keys

Mole House

Wold Rise

Danby

SH

EEPD

IK

E L

AN

E

The Cottage

Pond

Marton Rise

FB

FB

FB

FB

FB

Pond

FB

T

r

a

c

k

T

ra

c

k

FB

FB

FB

FB

FB

FB

Pond

Tra

ck

Pond

Pond

D

e

f

1

.

5

2

m

R

H

D

e

f

S

C

D

C

D

S

D

D

e

f

1

.

5

2

m

R

H

C

D

1

.

5

2

m

R

H

S

D

1

.

8

3

m

R

H

1

.

5

2

m

R

H

D

r

a

in

Golden Hill

D

r

a

in

FB

8.8m

FB

FB

D

ra

in

12.4m

D

r

a

in

Spittle

Fields

Pond

D

r

a

in

FB

B

1

2

4

9

The

Spring

Pond

R

i

v

e

r

Sluice

The Old Vicarage

Council

P

a

t

h

(

u

m

)

7.0m

D

r

a

in

School House

Melvaig

M

a

i

n

D

r

a

i

n

Lake

V

i

e

w

Lych

7.8m

Mill Croft

D

r

iffie

ld

C

a

n

a

l

W

est B

eck

7.0m

D

ra

in

Finishing Post

Rose Cottage

White House

Orchard House

Green

Gables

Springrise

D

r

a

in

Wansford Bridge

7.1m

Chelidon

D

r

a

i

n

D

r

a

in

Cottage

Trout Inn Farm

Hall

Water

Fern

7.2m

FB

7.0m

Spring

The

7.9m

N

A

F

F

E

R

T

O

N

R

O

A

D

Dra

in

Wansford Lock

Croft Garth

6.7m

FB

Drain

St Mary's Church

D

r

a

in

Houses

Gate

Council

D

r

a

i

n

The Manor

Thyme Cottage

FB

House

M

a

n

o

r F

a

rm

Willow Cottage

Trout Inn

Rowan

Spring

Rafalet

FB

Drain

7.6m

Manor Lodge

8.6m

7.6m

Gean House

N

a

f

f

e

r

t

o

n

B

e

c

k

The Old

D

rain

TCB

R

iver H

ull or

Wansford

CARR LANE

The Bungalow

GP

Spring

Nafferton Carrs

Drain

View

Cross

S

h

e

lte

r

Mill

D

r

a

i

n

7.4m

(PH)

D

r

a

in

THE SQUARE

Houses

The

P

a

th

(

u

m

)

Two Hoots

D

rain

W

a

n

s

fo

r

d

L

a

n

d

in

g

7.4m

7.4m

Farm

Mill Farm

Tythe Farm

B

1

2

4

9

Atlasta House

Highfield

Pleasant Wood

Spring

N

a

f

f

e

r

t

o

n

D

r

a

in

Copperfield

D

r

a

in

Spittle Fields

9.7m

GP

9.9m

C

A

R

R

L

A

N

E

8.4m

D

r

a

in

Pond

D

ra

in

D

ra

in

D

r

a

in

W

A

N

S

F

O

R

D

R

O

A

D

7.5m

D

r

a

i

n

D

r

a

in

Potters' Lodge

D

ra

in

Nafferton Carrs

8.7m

D

r

a

i

n

T

ra

c

k

B

e

c

k

10.7m

Pond

FB

10.8m

D

ra

in

Silos

N

a

f

f

e

r

t

o

n

H

i

g

h

l

a

n

d

S

t

r

e

a

m

D

r

a

i

n

CARR LANE

Drain

D

r

a

i

n

Drain

Drain

D

ra

in

Drain

D

ra

in

D

ra

in

D

r

a

i

n

W

h

ite

D

ik

e

5.1m

C

A

R

R

L

A

N

E

D

ra

in

6.0m

D

r

a

in

(

D

r

a

i

n

)

Whin Hill

5.3m

Cattle Grid

The Cottage

Dra

in

4.8m

5.6m

Nafferton Carrs

6.8m

Sp

rin

g

D

r

a

i

n

D

ra

in

D

r

a

in

Nafferton Carrs

Tanks

The Bungalows

D

r

a

i

n

Drain

H

O

R

D

S

L

A

N

E

D

r

a

in

6.0m

C

A

R

R

L

A

N

E

6.5m

D

ra

in

Guide

6.8m

D

r

a

in

5.5m

5.7m

W

h

ite

D

ik

e

N

a

f

f

e

r

t

o

n

H

i

g

h

l

a

n

d

S

t

r

e

a

m

7.8m

D

ra

in

5.6m

(

D

r

a

i

n

)

D

r

a

in

D

r

a

i

n

Post

D

ra

in

6.0m

D

r

a

in

Carr House

D

ra

in

Poultry Houses

D

ra

in

Drain

D

r

a

in

N

a

f

f

e

r

t

o

n

D

r

a

i

n

5.7m

South

T

rack

D

r

a

i

n

Drain

Drain

Cattleholmes

North Cattleholmes

Drain

Foston Carrs

D

ra

in

FB

Well

D

ra

in

Foot Bridge

Track

Dra

in

F

o

s

t

o

n

B

e

c

k

Drain

W

h

it

e

D

ik

e

Aqueduct

Cattle Grid

FB

D

r

a

in

T

r

a

c

k

Dra

in

K

e

l

k

B

e

c

k

Drain

D

ra

in

D

ra

in

D

ra

in

Pond

D

ra

in

Dra

in

D

r

a

in

Dra

in

Kelk Lynesykes

Pond

D

ra

in

D

r

a

i

n

Drain

Little Covert

T

k

Drain

D

ra

in

T

ra

c

k

Drain

K

elk B

eck

Turkers

D

r

a

in

D

ra

in

D

r

a

in

D

r

a

in

West Field

Over Hills

11.3m

Weir

B

e

c

k

D

r

a

i

n

K

e

l

k

Pond

8.1m

West Field

D

ra

in

D

ra

in

T

ra

c

k

T

r

a

c

k

Markham Dales

D

ra

in

D

ra

in

Pond

West Field

L

Y

N

E

S

Y

K

E

S

R

O

A

D

(tra

c

k

)

D

ra

in

14.1m

T

k

F

O

L

L

Y

B

A

N

K

Dra

in

13.9m

(

T

r

a

c

k

)

K

e

l

k

B

e

c

k

Dra

in

14.7m

New Cottage

Dovedale

South

Lodge

Cattle grid

FB

Waste Transfer Station

LB

Waste Transfer Station

M

a

n

o

r F

a

rm

C

H

A

P

E

L

L

A

N

E

Park House

Markham Dale

Fieldview

FB

Pond

Gate

House

Old Chapel

The Gables

1.5

2m

R

H

1

.

5

2

m

R

H

S

D

1

.8

3

m

R

H

1.52m R

H

S

D

1

.8

3

m

R

H

1

.5

2

m

R

H

1

.

5

2

m

R

H

1

.5

2

m

R

H

C

S

S

D

D

e

f

1

.

5

2

m

R

H

S

D

1

.

8

3

m

F

F

D

e

f

SD

CS

S

D

Tk H

Ward Bdy

C

S

1.83m

C

D

C

S

S

D

1

.5

2

m

R

H

C

S

R

H

C

D

C

S

12.3m

Sheepfold

L

O

N

G

L

A

N

E

D

r

a

in

GP

Northfield

Pond

GP

16.9m

13.4m

10.4m

O

L

D

H

O

W

E

L

A

N

E

13.3m

D

r

a

i

n

P

o

n

d

8.7m

15.0m

H

a

l

l

Pond

15.9m

Pond

D

r

a

in

14.6m

Rose

Pond

C

o

u

n

c

i

l

H

o

u

s

e

s

Cottage

Pond

Gembling Lane End

D

r

a

in

D

r

a

i

n

Pond

Farm Cottages

F

a

r

t

h

in

g

s

Tanks

Green Close

7.7m

LB

Ashlea

Pond

9.6m

Diamond

Cottages

Houses

Hill Farm

Pond

D

ra

in

10.9m

Tanks

Sheepfold

D

r

a

i

n

Pond

Main Street

Wold View

Poultry Houses

South End Farm

The Cottage

D

ra

in

Field House

Tanks

11.4m

Farm

Farm House

Pond

Gembling Green

Southend

Gembling

D

r

a

i

n

The Cottage

D

r

a

i

n

Southfield

Cottages

Pond

M

A

I

N

S

T

R

E

E

T

G

E

M

B

L

IN

G

L

A

N

E

Pond

Wr T

East Field

Centre

13.4m

T

r

a

c

k

Great Kelk

Ponds View

Calm Cottage

Council Houses

Council

7.5m

Blacksmiths

TCB

House

13.1m

Southfield Farm

D

ra

in

Turkey Ville

12.7m

9.6m

Brylees

F

o

r

w

a

r

d

H

ill

P

la

n

t

a

t

io

n

Methodist Church

D

ra

in

Drumlinn

L

Y

N

E

S

Y

K

E

S

R

O

A

D

(

T

r

a

c

k

)

13.5m

The Chestnut Horse

Pond

Orchard Farm

East Field

Great Kelk

D

r

a

i

n

11.6m

T

r

a

c

k

Four Seasons

13.8m

GP

13.1m

Keepers Cottage

LB

West Field

Centre House

D

r

a

in

D

ra

in

East Garth

Pond

D

ra

in

Hall

Soller

13.2m

M

A

I

N

S

T

R

E

E

T

T

r

a

c

k

Manor Farm Cottage

Low Farm

Silo

(PH)

Manor Farm

Breezy Cottage

Track

B

a

r

m

s

t

o

n

M

a

i

n

D

r

a

i

n

8.4m

Gembling House

Pond

D

r

a

in

9.4m

10.9m

D

ra

in

D

r

a

in

Beck Hill

Pond

Pond

Pond

Cattle Grid

D

r

a

in

Pond

9.0m

Cattle Grid

D

r

a

i

n

Pond

O

U

T

G

A

T

E

S

Pond

Pond

Pond

O

U

T

G

A

T

E

S

Pond

D

ra

in

Pond

7.3m

Nutholm

es D

ike

Manor House

Pond

C

O

C

K

E

R

E

L

L

L

A

N

E

Pond

Manor House Cottage

D

r

a

i

n

D

rain

D

r

a

in

7.6m

8.2m

D

r

a

in

Ellison Hill

Southlands

East Field

T

ra

c

k

D

r

a

in

Park House

Barf Hill

N

u

t

h

o

l

m

e

s

D

i

k

e

New Loves

Pond

Pond

Pond

Pond

Sqirrel Lodge

Silos

T

r

a

c

k

M

A

I

N

S

T

R

E

E

T

Primary School

Gembling

D

e

f

Def

1.5

2m

R

H

1.52m RH

Def

1.52m RH

1

.5

2

m

R

H

C

D

CD

Sheet 10 of 11

Figure 3.10


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline




No construction works to be undertaken

between the River Hull and the Driffield

Canal. Order Limit allows for access and

installation of a pressure valve.

G

r

a

n

s

m

o

o

r

D

r

a

in

D

r

a

in

M

O

O

R

L

A

N

E

Track

D

r

a

i

n

Track

Southlands

East Field

D

r

a

i

n

G

r

a

n

s

m

o

o

r

D

r

a

in

Barf Hill

8.2m

WB

7.8m

Barfhill Bridge

KELK L

ANE

Gransmoor Low House

G

RANSM

O

O

R L

ANE

Barf

Pond

D

r

a

i

n

7.2m

(disused)

D

r

a

in

G

r

a

n

s

m

o

o

r

D

r

a

i

n

Gransmoor Quarry

Thornham Hill

Pond

Track

Sleight Ings

9.0m

D

ra

in

D

ra

in

D

r

a

i

n

Track

D

rain

9.9m

D

r

a

i

n

Hill

Pit

9.6m

D

r

a

in

7.6m

D

r

a

i

n

Gravel Pit

Gransmoor Wood

Harpham Moor

D

ra

in

Turtle Hill

8.4m

Track

D

r

a

in

11.0m

Wold View

D

r

a

i

n

D

r

a

in

Sand and

11.0m

Track

Burton Agnes Moor

Silos

9.6m

Tra

ck

Danes Graves Wood

11.2m

Tithe

D

r

a

i

n

Plantation

Tra

ck

D

r

a

i

n

Lodge

10.6m

LB

8.7m

T

C

B

D

r

a

in

7.2m

8.7m

7.3m

Manor

M

A

IN

R

O

A

D

GP

7.2m

C

o

t

t

a

g

e

s

View

Gransmoor

T

r

a

c

k

Old Garths

T

ra

ck

Wolds

Foremans House

The Spinney

8.4m

Fourth Farm

Pond

F

o

u

r

t

h

F

a

r

m

D

r

a

in

D

r

a

i

n

D

r

a

i

n

Dra

in

Cottage

WB

Tank

Rose

Pond

D

r

a

in

Track

Manor

Lilac

Cottage

7.7m

Farm

D

ra

in

D

ra

in

Drain

D

r

a

i

n

D

r

a

i

n

D

r

a

in

D

r

a

i

n

D

r

a

in

White Lodge

Woodside Farm

Isle of Man Wood

Pond

Bridge

5.1m

9.7m

GRANSMOOR

Lodge Gates

Gransmoor

Pond

ROAD

Gransmoor

D

ra

in

Gransmoor

10.6m

FB

D

ra

in

T

r

a

c

k

Lodge

11.8m

Silk Holms

D

ra

in

Stone Hills

Hill Farm

Caravan

Park

B

u

r

t

o

n

D

r

a

i

n

Carr Hill

D

r

a

i

n

Lagoon

D

r

a

i

n

D

r

a

in

D

rain

D

ra

in

D

r

a

in

Avalon

Gransmoor

T

r

a

c

k

G

r

a

n

s

m

o

o

r

D

r

a

i

n

Stone Hills

6.7m

D

r

a

i

n

D

r

a

in

Hastem Hills

D

r

a

i

n

5.6m

S

to

n

e

h

ills

D

ra

in

B

u

r

t

o

n

D

r

a

i

n

9.5m

9.6m

Wharram Hill

G

R

A

N

S

M

O

O

R

R

O

A

D

B

a

rm

s

to

n

M

a

in

D

ra

in

Tank

9.8m

T

a

n

k

Tank

Works

G

ra

n

s

m

o

o

r D

ra

in

Red Roofs

10.2m

Silk Holmes

Track

Dra

in

Pond

B

u

r

t

o

n

D

r

a

i

n

Pipe Line

Barmston Fox Covert

Tanks

Warrens

Stone Hills

G

r

a

n

s

m

o

o

r

D

r

a

i

n

Spring Hill

D

r

a

in

D

r

a

i

n

High Stonehills

Plump Hill

D

r

a

i

n

8.7m

East Hill

14.2m

10.6m

14.3m

7.7m

Pond

Stone Hills

Gravel

9.9m

Pit

10.2m

Searchlight Cottage

Pond

12.0m

Spring Hill

Quarry Bungalow

Pond

Treetops

T

r

a

c

k

FB

FB

FB

Pond

Pond

Pond

Pond

Pond

Awali

Corner

Cottage

Cottage

Monument Farm

War Memorial

C

D

CD

1

.

5

2

m

R

H

1.52m

R

H

D

e

f

R

H

1

.5

2

m

R

H

D

ef

D

e

f

1

.

5

2

m

T

k

H

D

e

f

1

.

5

2

m

T

k

H

Def

C

D

C

D

C

D

C

D

C

D

C

D

1.68m

R

H

Carr Hill

Track

D

r

a

i

n

Demming

Track

Low Stonehills

Sheep Dip

The Earl's Dike

Pond

CG

Hill

Stone Hills

Grid

C

a

r

r

D

i

k

e

Cattle

Pond

Drain

9.2m

Water

7.5m

T

r

a

c

k

Drain

6.9m

A

1

6

5

Brickhill Closes

6.8m

Stone Hills

Dra

in

B

R

ID

L

IN

G

T

O

N

R

O

A

D

Bengy Elms

D

r

a

in

D

rain

8.8m

Marr Plantation

Filling Station

D

rain

Pond

Drain

10.6m

D

ra

in

Low

Quintin Garth

9.3m

A 165

9.5m

B

R

ID

L

IN

G

T

O

N

R

O

A

D

D

r

a

in

Stone Hills

Conygarth Hill

T

r

a

c

k

9.9m

Cattle Grid

D

ra

in

11.7m

Stonehills

Pool

9.1m

Cliff Farm

C

o

tt

a

g

e

Farm

10.1m

Caravan Park

G

r

e

y

s

t

o

n

e

s

Church

Pond

9.4m

P

a

n

tile

s

SOUTHFIELD

T

C

B

HA

MILT

ON

H

ILL R

OA

D

8.8m

HA

M

ILT

O

N H

ILL

T

ru

se

y

Pond

The Poplars

Low

Drain

D

rain

Barmston House

R

e

d

R

o

o

f

S

A

N

D

S

L

A

N

E

S

h

e

lt

e

r

Black Bull

House

C

o

t

t

a

g

e

Barmston

House

8.8m

Manor

Whitegates

C

H

A

P

E

L

L

A

N

E

9

.3

m

LANE(Track)

H

O

L

L

Y

C

R

O

F

T

B

R

O

O

M

F

I

E

L

D

W

A

Y

Drain

Pond

R

e

d

R

o

s

e

10.2m

10.3m

10.5m

Farm

Carrs

7.3m

B

la

c

k

s

m

it

h

's

Caravan Park

Red

(PH)

C

o

t

t

a

g

eD

o

v

e

Club

S

and

Yew Lodge

Barmston Beach

V

ie

w

HAMILTON HILL ROAD

Hamilton Hill

6.3m

T

ra

ck

9.5m

S

and

Hamiltonhill

Barm

ston S

ands

14.6m

D

r

a

i

n

12.7m

Mean H

igh W

ater

S

and

Sand

D

r

a

in

T

r

a

c

k

5.7m

24.8m

Drain

Watermill Grounds

Pond

Low Grounds

Farm

Bridlington Bay

B

a

rm

sto

n

S

a

n

d

s

S

and

P

a

th

(u

m

)

M

ean Low

W

ater

M

e

a

n

H

ig

h

W

a

te

r

Barm

ston S

ands

Sand

Mean Low

W

ater

Boulders

Track

S

a

n

d

S

h

in

g

le

S

h

in

g

le

S

a

n

d

a

n

d

S

h

in

g

le

Playground

Coastal Slope

Coastal Slope

LB

Hamilton Lodge

T

h

e

E

a

r

l

'

s

D

i

k

e

Dene

S

A

N

D

S

R

O

A

D

A

1

6

5

D

r

a

i

n

Conygarth Hill

7.9m

Cnoc na Gael

The Poplars

TCB

St Edmund's

T

ra

c

k

8.3m

Pond

Pump

12.0m

Fraisthorpe

Stone Hills

12.1m

The Lodge

Fraisthorpe

Depot

Fraisthorpe Bridge

5.7m

New Bridge

W

estw

ard

H

o

Earthworks

Chapel

D

r

a

i

n

Manor Farm

11.7m

Manor House Farm

Rose

House

Manor

Cottage

Clydesdale

LB

SANDS R

OAD

Mean H

igh W

ater

11.8m

T

h

e

E

a

r

l

'

s

D

i

k

e

(Track)

Barm

ston S

ands

S

and

Track

Watermill Grounds

4.9m

Track

Sa

nd

Dra

in

Sheep Walks

Fraisthorpe S

ands

Bridlington Bay

Fraisthorpe Sands

Sand

Barmston Sands

Mean Low

W

ater

The Hollies

The Old Smithy

Lodge Farm

K-Strat House

Honeysuckle

Cottage

9.5m

D

r

a

i

n

Conygarth Hill

T

r

a

c

k

S

A

N

D

S

R

O

A

D

D

r

a

i

n

7.9m

S

A

N

D

S

R

O

A

D

11.8m

(Tra

ck)

Sheet 11 of 11

Figure 3.11


31 Homer Road

Solihull

West Midlands

B91 3LT



SCHEME LAYOUT

Title

Sheet

Date

Scale

30th April 2014

PINs


Not to Scale

Fig.No.










Order Limits

Limit of Deviation

LEGEND

Pipeline Centreline



Inset : Barmston Pumping Station