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ESB National Grid Kingscourt – Woodland 400kV Feasibility Study ESBI Report No. PE687-R142-002-001-001 Engineering, Design, Systems and Resources, ESBI Engineering and Facility Management Ltd Stephen Court 18/21 St Stephen’s Green Dublin 2 Ireland Telephone+353-1-703 8000 Fax+353-1-661 6600 www.esbi.ie DATE 02/12/09
Transcript

ESB National Grid

Kingscourt – Woodland 400kV Feasibility Study

ESBI Report No. PE687-R142-002-001-001

Engineering, Design, Systems and Resources, ESBI Engineering and Facility Management Ltd Stephen Court 18/21 St Stephen’s Green Dublin 2 Ireland Telephone+353-1-703 8000 Fax+353-1-661 6600 www.esbi.ie

DATE 02/12/09

Page i

File Reference:

Falcon/DMS

Client:

ESB National Grid

Project Title:

Kingscourt – Woodland 400kV

Report Title:

Feasibility Study

Report No.:

PE687-R142-002-001-001

Rev. No.:

2

Volume 1 of 1

APPROVED: J.Doyle TITLE:

DATE: 02/12/09

COPYRIGHT © ESB INTERNATIONAL LIMITED (1998) ALL RIGHTS RESERVED, NO PART OF THIS WORK MAY BE MODIFIED OR REPRODUCED OR COPIES IN ANY FORM OR BY ANY MEANS - GRAPHIC, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING, TAPING OR INFORMATION AND RETRIEVAL SYSTEM, OR USED FOR ANY PURPOSE OTHER THAN ITS DESIGNATED PURPOSE, WITHOUT THE WRITTEN PERMISSION OF ESB INTERNATIONAL LIMITED.

Page ii

Summary

ESB National Grid commissioned ESBI to carry out a feasibility study for a potential 400kV line linking

the existing Woodland 400kV station in South County Meath to a proposed 400kV station in the

vicinity south of Kingscourt in either counties Cavan or Meath. The new 400kV station would also be

a termination point for a possible North – South 275/400kV interconnector This report details the

options considered for potential overhead line route corridors between the above termination points.

Potential route corridors developed during the desktop study were verified with an on-site

investigation of driving the route options to check all road and river crossings and to note any

potential conflicts with the desktop study. Route modifications and alternative options were

investigated and are included in this report as a result of the information found during the site study.

The overall route corridors linking Woodland to Kingscourt generally follow the shortest path but are

bound by the major designated constraints particularly pertaining to County Meath and the expanding

environs adjacent to Navan, Trim, Athboy and Kells. The potential route corridors were selected

based on achieving a balance between environmental, technical and economic criteria.

Site studies were also undertaken to assess potential sites suitable for a 400kV station in a study

area south of Kingscourt. It found that a number of potential sites are available and these sites are

evaluated under various headings.

BGE gas pipelines were noted in the study area. It is recommended that a detailed study to determine

the most effective mitigation measures be performed prior to design stage.

The Woodland 400kV station has spare bay capacity to facilitate any proposed transmission line in

the future but it may be more efficient to swap a new bay with an existing bay.

The report concludes that overhead line route options currently exist and are technically feasible at

the time of this study. However, crossing points are limited in some areas and projected population

growth will continue to impact on route selection at road crossings.

The report recommends that further detailed route investigation be undertaken to fully assess the

route options in order to develop a preferred route.

Page iii

Contents

Summary ................................................................................................................................. ii 1.0 Introduction..............................................................................................................- 1 - 2.0 Description of Study...............................................................................................- 1 - 3.0 Desktop Study.........................................................................................................- 2 - 4.0 Site Study ................................................................................................................- 3 -

4.1 Route Selection ..................................................................................................- 3 - 4.2 Constraints ..........................................................................................................- 4 -

4.2.1 Constraints Map .......................................................................................- 4 - 4.2.2 Landscape Character ..............................................................................- 5 - 4.2.3 Existing Transmission Network ...........................................................- 7 - 4.2.4 Roadways...................................................................................................- 7 - 4.2.5 Ribbon Development...............................................................................- 9 - 4.2.6 Towns and Villages ...............................................................................- 10 - 4.2.7 Ecological Sites and Special Designated Areas of Protection ..- 10 - 4.2.8 Rivers ........................................................................................................- 13 - 4.2.9 Peatlands..................................................................................................- 15 - 4.2.10 BGE (Bord Gais) Infrastructure ..........................................................- 15 - 4.2.11 Quarries, Mines and airstrips .............................................................- 16 - 4.2.12 Scenic and Tourist Roads ...................................................................- 16 -

4.3 Line Route Options ..........................................................................................- 16 - 4.3.1 Route descriptions ................................................................................- 16 - 4.3.2 General assumptions, caveats and conclusions ..........................- 22 -

4.4 Substations........................................................................................................- 25 - 4.4.1 Woodland 400kV station ......................................................................- 25 - 4.4.2 Proposed Kingscourt 400kV Station ................................................- 26 -

5.0 Consultation ..........................................................................................................- 29 - 6.0 Project Programme ..............................................................................................- 30 - 7.0 Conclusions and Recommendations ................................................................- 31 -

Appendices

Page - 1 -

1.0 Introduction

ESBI study focused on the potential for a 400kV single circuit feasibility study between

the existing Woodland 400kV substation in Co. Meath to a proposed substation in the

general vicinity south of Kingscourt in the counties of Meath or Cavan.

2.0 Description of Study

The objective of the report is to assess the feasibility of obtaining an overhead 400kV

line route between Woodland 400kV substation, Co. Meath and a potential 400kV

substation in the vicinity south of Kingscourt. The outline scope of this study is based on

ESBI Report PE687-R142-001-01-000: Constraints Study. The location of a 275kV inter-

connector route from Northern Ireland will be a contributing factor in the final location of

the proposed new station. Overhead line route will be selected based on achieving a fine

balance between environmental, engineering and economic criteria.

The study area covered an area of 67,000 hectares. The affected counties are Co.

Meath and a small area of Co. Cavan (Kingscourt area). There are options of terminating

in either Co. Meath or Co. Cavan which will be dependent on the site chosen for the

proposed substation which is linked to the terminating point of the proposed 275kV inter-

connector line from Northern Ireland.

The Scope of Work is defined to include:-

Constraints map

Desktop study

Field study

Page - 2 -

3.0 Desktop Study

Ref.: ESBI Report PE687-R142-001-001-000: Constraints Study

The first task associated with the project was to define the study area. The area east of

Navan was eliminated as any proposed development would have to cross the

environmentally sensitive Boyne Valley. The area also has a high concentration of

existing high voltage transmission lines including the Louth - Maynooth 220kV, Louth -

Woodland 220kV and Drybridge - Finglas 110kV lines and the recently constructed

Gorman 220kV station and the associated Navan-Platin and Navan- Drybridge 110kV

lines which will be looped into Gorman station in mid 2005. In addition, it is proposed to

link the Gorman station with 110kV developments to the existing stations at both Meath

Hill and Navan.

The study area chosen is situated in a north / south axis between Woodland 400kV

substation in south Co. Meath and a proposed substation south of Kingscourt in the

counties of Meath or Cavan. The area is bound to the east by the Hill of Tara and the

town of Navan and to the west by the towns of Trim, Athboy. It is bordered to the north

by the town of Kingscourt, Co. Cavan and to the south by Woodland Substation Co.

Meath. The town of Kells and the villages of Nobber,Moyalty and Mullagh are included in

the study area.

A number of possible overhead line routes were identified and examined and a desktop

study was produced which detailed the major physical and environmental constraints

that might hinder a route corridor. Typical constraints included Ecological sites & Special

Designated Protected areas, Archaeological & Heritage Sites, Scenic & Tourist Roads,

along with all developments & infrastructure. Of particular significance were the Hill of

Tara, The River Boyne and River Blackwater, two existing gas pipelines which traverse

in an east / west direction, the expanding environs of the towns of Navan, Trim, Kells

and Athboy which are closely grouped, the proposed M3 motorway development and a

number of existing 220kV and 110kV transmission lines within the route study area. A

number of route options emerged and are broadly shown in the Constraints Study report.

Co. Meath has a diverse low-lying topography that includes extensive rich pastures

throughout the Boyne and Blackwater valleys with some drumlin hills in the north in the

Page - 3 -

area of the proposed new station. The land is mainly of good agricultural quality with

tillage and pasture being the main uses. There are small pockets of peat, mixed quality

land and marsh scattered throughout the extent of the study area but these should not

impact on the construction of the proposed line.

The study area encompasses approximately 67,000 hectares predominately in Co.

Meath and a small area situated in Co. Cavan. It was concluded that the area chosen

would be sufficient in size to accommodate possible overhead line route options from

Woodland to Kingscourt.

Ref.: Appendix 1: Study Area (A1)

4.0 Site Study

4.1 Route Selection

The Constraints Study Report and constraints map was the foundation for selecting

suitable route options to enable a field study to take place. Site verification was the next

phase to access the route options shown for suitability to plan a 400kV overhead

transmission line between the designated terminating points. It should be noted that the

constraints map was a desk top study and that the route corridors were bound by the

major designated areas of protection and other obvious constraints.

A study of aerial photography for the entire study area to a scale of 1:10,000 in

conjunction with the constraints map was carried out. Using the route corridors from the

constraints study a detailed line route selection process was carried out on the aerial

photography (flown mid 2004) with due reference to ribbon development at all crossing

points, large country homes and any other obvious infrastructure that was visually

apparent. These routes were placed simultaneously on the digitized constraints map

taking into consideration all designated areas of protection. All archaeological and

heritage sites were added to the constraints map at this stage and were taken into

consideration for route options. Route options were refined and verified using a

combination of information from both the aerial photographs and constraints data base.

Page - 4 -

All route options were driven and all crossings points on roads were checked for

sufficient clearances from existing dwellings or other possible constraints. In the event of

tight crossings the distances were taken between dwellings. Also noted were any

developments that were in progress or had been constructed since the date of issue of

the aerial photography or of any planning site notices placed. In the event of the initial

crossing point proving to be unavailable due to new developments alternative crossing

points were investigated in the immediate vicinity and details noted. This process was

also applied to crossing points that may have appeared feasible on the photography and

constraints mapping but could prove to be contentious from an environmental

perspective when viewed on the ground. Particular examples are the crossing of the

River Blackwater adjacent to the scenic village of Donaghpatrick, the valley crossing at

Kilmainhamwood and the vicinity around the village of Nobber. Visual inspections were

also taken at the River Boyne crossing points, general areas of high visibility, potential

substation sites and from the Hill of Tara.

After evaluating the information collected from the site visits, further modifications and

route alternatives were added in conjunction with the aerial photography and constraints

data base.

Constraints are discussed more fully in the specific section 4.2 and a description of the

line route options are given in section 4.3.

The revised Route Options and Constraints Map is included as Appendix 1.

4.2 Constraints

4.2.1 Constraints Map

With the limits of the study area defined a constraints map was prepared to capture all

constraints within the area that would impact on route selection. This included all existing

transmission lines, designated Special Protection Areas (SPA’s), Special Areas of

Conservation (SAC’s), National Heritage Areas (NHA’s) and FIPS (Forrestry) Ref.:

Department of the Environment, Heritage and Local Government (DoEHLG) Records. All

Sites and Monument Records (SMR’s) were added to the constraints map prior to the

final routing for this report.

Page - 5 -

The constraints included:

Landscape character

Land zoning, towns and rural dwellings

Electrical Infrastructure

General Infrastructure

Ecological Sites and Special Designated Protected Areas

Archaeological & Heritage sites

Quarries, Mines and Airstrips

Scenic and Tourist roads

Defined route options were chosen and placed on the constraints map taking all of the

above factors into consideration. This was done in conjunction with a detailed study of

aerial photography which gave clear indicators for road crossings, farm buidings and the

myriad of country homes and estates prevalent in Co. Meath.

The associated sections of this chapter give a more detailed account of the constraints.

Ref.: Appendix 2: Line Route Options and Constraints Map (A0)

4.2.2 Landscape Character

The landscape character is perhaps the single most important area when routing a

transmission line. All natural parks and areas of high scenic value were avoided along

with open expanses of water and marshland. Where possible the overhead line should

avoid approaching the shores of rivers or natural lakes. Towers should be positioned a

minimum of 15 meters away from navigable waterways. Moderately open valleys with

woods were selected where possible, especially where the apparent height of structures

might be reduced. It should be noted that the vast majority of lands in the study area are

of a flat and open nature encompassing two river valleys and changing to gentle rolling

hills and drumlins in the northern part.

Where possible the line routes follow natural lines created by topographic change,

geology, and vegetation that will help to minimise the visual impact. Where possible, the

overhead line route was located on the middle slopes rather than siting them along the

Page - 6 -

dominant axis and at the base of small valleys. It is preferable to avoid breaking the

skyline.

Where possible, towers should be placed near to the most vertical elements in the

landscape, such as tree group or hill slopes. Where the landscape has a complex

character, a great number of towers can be visually absorbed.

Landscape Character Areas were interpreted by utilizing the contour lines. The

landscape character of the study area is mainly flat and open with a more pronounced

drumlin nature at the northern end of the routes. The ideal line of corridors in these

areas would follow as much as possible the valleys between these drumlins. An area

that could pose problems was flat terrain around rivers which would indicate the

probability of flood plains and associated silt deposits. The proposed line would be

steered away from these areas as they could entail complex foundations and possible

objections at planning stage. High density contours would indicate steep hills and

awkward future siting of mast positions.

Typical drumlin terrain landscape close to Kingscourt

Page - 7 -

4.2.3 Existing Transmission Network

All proposed route options within the study area will have to cross the Louth – Maynooth

220kV line situated to the east and north of Woodland station and the Arva- Navan

110kV line which is running in an east – west direction just north of Navan town. The

Flagford- Louth 220kV line runs in an east-west direction south of Kingscourt and will be

looped into the new substation. Crossings would be ideally close to 90 degress.

North view of existing Flagford - Louth 220kV near Kingscourt

Potential substation sites are directly behind the transmission line

4.2.4 Roadways

The N3 National Primary road extends northwards from Dublin via Navan and Kells on to

Cavan. All route options within the defined study area will have to cross this road.

The NRA (National Roads Authority) has permission to construct a new motorway to be

designated the M3 (Bord Pleanala approval Aug. 2003). The NRA plan for construction

to commence in 2006 with a target completion date of 2010 but expected legal

Page - 8 -

challenges may delay these dates. The proposed motorway route is shown on the Route

Options Map and will run between Dunshaughlin and Woodland station in a northwest

direction passing to the south of both Navan and Kells. The motorway continues in the

direction of Cavan on leaving the study area. Route options would have to cross the

proposed M3 at Grange on the northern route option (west of Navan) and at Boolies on

the western route option (west of Kells). Crossing points are in open flat terrain and

would be possible at, or close to, the optimum 90 degrees. On the single route option

south of Navan the proposed line will be substantially further away from the Hill of Tara

than the proposed M3 motorway.

Possible crossing point with proposed M3 at Grange

The following National Secondary roads will also have to be crossed dependent on the

route option chosen.

N51: Navan - Athboy

N52: Kells – Ardee

R154: Dublin – Trim (due for upgrading)

Page - 9 -

R161: Navan – Trim

R162: Navan – Kingscourt

R163: Slane – Kells

R164: Kingscourt - Moyalty

R165: Kingscourt – Ardee

R194: Kells – Mullagh

Possible line route crossing point on R154 (Batterstown – Trim Road)

4.2.5 Ribbon Development

There is a high level of ribbon development in place which limits crossing opportunities

on the major link roads and on the substantial network of smaller roads and lanes within

the study area particularly within the Navan – Trim – Kells – Athtboy area. All road

crossings were inspected on site to ensure adequate clearances existed at the present

time. Most minor road crossings could accommodate a route corridor of 200m. Crossing

the major roads linking Navan and Kells (N3), Navan and Athboy (N51) and Navan and

Trim (R161) was more problematic and a number were in the minimum 100 to 200m.

range. During the course of the site inspection it was found that developments not

shown on aerial photography were in progress and modifications to initial route

Page - 10 -

selections as well as new route options were investigated and are included on the

mapping.

It is reasonable to assume that given the population growth rate predicted for Co. Meath

(Section 4.2.6: Towns and Villages) that crossing opportunities will diminish even further

in the relatively near future. A further factor that will impact in the future is the

publication of ‘’Guidelines on Sustainable Rural Housing’’ published mid April 2005

which represents a presumption in favour of quality one off housing.

Ref.: Appendix 3- Aerial photograph showing density level of ribbon development at River

Blackwater crossing west of Navan.

4.2.6 Towns and Villages

The study area encompasses the towns of Navan, Trim, Kells and Athboy and the

villages of Nobber and Mullagh. Population growth in Co. Meath has been increasing

substantially over the past ten years with a last census figure of 130,000. Present

density levels vary considerably from the very rural areas in the northwest (less than 25

persons per square kilometer in a substantial number of DED’s) to more than 50 in the

districts containing the main urban centres of Navan, Trim and Kells. Projections for the

Meath County Development Plan and County Housing Strategy indicate that substantial

increases are likely with projected totals of 161,000 in 2006 and rising to 180,000 in

2011. The population of Navan has doubled in the years 1996-2001 to over 22,000 and

has continued this growth pattern in the interim 4 years. All of the main towns indicated

above are within a relatively close distance to each other and a higher than normal level

of ribbon development is prevalent. The routes chosen were generally equi-distant

between these main towns unless dictated by areas of protection.

4.2.7 Ecological Sites and Special Designated Areas of Protection

County Meath has an extremely rich cultural heritage. There are five Special Areas of

Conservation (SAC’s) within the county, one Special Protection Area for Birds (SPA), the

Boyne Estuary and 22 National Heritage Areas (NHA’s). The landscape contains an

extensive number of national monuments as well as a number of significient historical

Page - 11 -

sites adjacent to Trim and Kells. All these areas are included on the Route Options Map

showing their proximity to all route options examined.

Ecological areas of interest were highlighted by the Department of Environment,

Heritage and Local Government. These include NHAs (Natural Heritage Areas), SPAs

(Special Protection Areas) and pcSACs (proposed candidate Special Areas of

Conservation). These areas should be avoided as crossing them would be contrary to a

future planning permission acquirement.

Extract from Cavan County Development Plan:

‘These sites are areas of importance to birds and other wildlife. The EU Birds Directive

(79/409/eec) requires designation of Special Protection areas. Special Protection Areas

along with Special Areas of Conservation collectively form part of ‘Natura 2000’, a

network of protected areas throughout the European Union.

It is the policy of the Planning Authority to conserve and protect Special Protection Areas

through the regulation of all development. Development that may threaten the integrity

and value of the designated sites will not be allowed. Development that is close to a

designated Special Protection Area will be assessed rigorously and where it is deemed

that it negatively impacts on a site such development may require an Environmental

Impact Statement.’, Cavan County Development Plan 2002.

Designated Areas for Flora and Fauna (SAC, SPA & NHA)

Proposed candidate Special Area of Conservation (pcSAC)

This is a statutory designation which has legal basis in the EU Habitats Directive

(92/43/EEC) as transposed into Irish law through the European Communities (Natural

Habitats) Regulations, 1997 (S.I. 94 of 1997). The main implication of this designation

is that any project likely to have a significant adverse impact on the integrity of the

pcSAC may only be carried out for “imperative reasons of overriding public interest,

including those of a social or economic nature”. Where a pcSAC includes a “Priority

Habitat” or a “Priority Species”, as indicated in Annex I and Annex IV of the Directive,

then “the only considerations which may be raised are those relating to human health or

Page - 12 -

public safety or, further to an opinion from the Commission, to other imperative reasons

of overriding public interest”.

Designated Special Protection Area (SPA)

This is a statutory designation, which has legal basis in the EU Wild Birds Directive

(79/409/EEC) as transposed into Irish law through the European Communities

(Conservation of Wild Birds) Regulations, (various dates). Most, though not all, of these

sites are located in wetlands or coastal areas, which have significant concentrations of

birds. The implications of this designation are similar to the pcSAC but there is a

provision in the statutory regulations to prevent “pollution or deterioration of habitats or

any disturbance whatsoever” affecting the birds which use a SPA.

Proposed Natural Heritage Area (pNHA)

This is presently a non-statutory designation which replaced the previous designation,

Area of Scientific Interest (ASI), about 1994. It becomes a statutory designation when

the Wildlife (Amendment) Bill, 2000 becomes law. Most local authority development

plans include an objective to protect pNHAs within their jurisdiction so this gives the

designation some legal status under the Planning and Development Act, 2000. An

application for planning permission for any development, which may have impacts on a

pNHA, will be referred by the planning authority to the Department of Environment,

Heritage and Local Government (D.o.E.H.& L.G.) for comment.

Statutory Nature Reserve (SNR)

This is a statutory designation which can cover either state or private land which is of

scientific interest. Reserves are designated under the Wildlife Act, 1976. There is an

obligation to manage the land in accordance with the objectives for which it was

designated. Most nature reserves are in state ownership and are managed by Dúchas,

the Heritage Service. Any state agency which is involved in activities that may affect a

reserve is required to consult with D.o.E.H.& L.G. and to take all practical steps to avoid

or minimise any damage.

Page - 13 -

Archaeological & Heritage Sites

All Sites and Monuments Records are shown on the Route Options and Constraints Map

covering the study area (Appendix 2).

Archaeological heritage sites are administered by the Department of the Environment,

Heritage and Local Government, (D.o.E.H.L.G.). The most recent boundaries of these

designated areas were obtained from the department’s website. These include protected

buildings, heritage sites including megalithic monuments earthworks, ringforts and other

types of enclosures, ecclesiastical remains, crosses, holy wells and burial grounds,

stone fortresses, castles, towers, bawns and forts.

Although archaeological sites are not considered a major constraint due to the high

degree of flexibility in locating overhead line structures all route options shown take due

notice of these sites and line distance from them was kept to 50m approximately where

possible.

4.2.8 Rivers

Any route options taken within the study area will have to cross the River Boyne and

River Blackwater which are designated SAC’s. Both rivers also have many tributaries in

the catchment area which would have to be crossed.

The points at which the line route options cross the River Boyne and the River

Blackwater are at the narrow points of the rivers and with the narrowest area of

designated protection. Adjacent Existing developments on either side of the rivers

impacted on crossing points to a small degree.

It can be assumed that there may be opposition to crossing these designated SAC’s by

both Planning Authority and / or pressure groups highly active in the county due to the

proposed M3 motorway plans.

The River Dee in the northeast of the study area (adjacent to the village of Nobber)

would also be crossed if the eastern option is taken but this is unlikely to generate the

same degree of adverse reaction.

Page - 14 -

Crossing the River Boyne adjacent to R161 (Navan – Trim Road): Route E

Blackwater crossing viewed from N3: Route I

Page - 15 -

4.2.9 Peatlands

Jamestown Bog is a designated NHA and is situated approximately 7km west of Navan.

Major route options do not infringe on this peatland.

4.2.10 BGE (Bord Gais) Infrastructure

Two major gas pipelines cross the study area in an east – west direction and any

proposed line route options will have to cross the pipelines. One pipeline is situated

4.3km north of Woodland Station and the second line is situated 3.5km south of

Kingscourt and is in the vicinity of the proposed substation sites. The northern pipeline

has two tee - off points in the vicinity of the substation sites. This pipe line may not have

to be crossed depending on substation site chosen.

All proposed routes options cross the pipelines at or as close to 90 degrees as is

possible. This is necessary to minimise inductive coupling but is only effective if the line

remains at, or close to, this angle to the pipeline for a distance of approx. 3km either side

of the pipeline crossing point (400kV development). Whilst it is reasonably possible to

cross at 90 degrees it is difficult to maintain this angle for distances of 3km beyond the

crossing points given the density of ribbon development and the high number of

archaeological sites and designated areas of protection to be avoided. However, line

routes chosen ensured that parallelism (between transmission line and gaspipe line) was

avoided which lessens the likelihood of significant voltage induction.

In order to reduce the effects of conductive coupling during a fault the pipeline will have

to be crossed as close to the mid-span as possible and the particular span at the

crossing will be increased to the maximum allowable to ensure that towers are

positioned as far away as possible from the pipeline.

It is recommended that a detailed study to determine the most effective mitigation

measures be performed prior to design stage. This would include soil resistivity

measurements and full technical details of both the proposed transmission line and the

gas pipelines.

Appendix 4: Bord Gais pipe line north of Woodland

Appendix 5: Bord Gais pipe line south of Kingscourt

Page - 16 -

4.2.11 Quarries, Mines and airstrips

There is no evidence to date, either from inspection of aerial photography or from onsite

visual observance, that there are any quarries, mines or airstrips that would impact on

the routes chosen.

4.2.12 Scenic and Tourist Roads

The Meath County Development Plan - Areas of Visual Quality (AVQ) was referenced

and designated areas were examined and avoided in corridor route selections.

4.3 Line Route Options

4.3.1 Route descriptions

Ref.: Appendix 2: Route Options and Constraints Map

Route options for the purpose of this study are given alphabetical designations and are

as follows:

Woodland Station to the Townland of Cruminstown

Section A: Directly out of the western face of Woodland 400kV station heading in a

north-east direction to Derrypatrick. Section length 6.8 km.

Section B: Use the unstrung northern side of the Oldstreet – Woodland 400kV line in a

westerly direction out to the first angle mast (a distance of 3km approx.) before turning in

a northwest direction to a common angle position at Derrypatrick. Advantages are less

construction of steel masts and in all probability less direct negotiations with landowners

given the shorter new line construction length. Both sections A & B cross the southern

gas pipe line at as close to 90 degrees as is possible. Section length 7.5km (inc. 3km.

carried on existing line).

Page - 17 -

Station interface implications are given in Section 4. Substations, 4.1.1. Woodland

400kV Station.

Section C: Northwest and crossing the R154 (Dublin – Trim) road southeast of

Batterjohn crossroads and proceeding to Cruminstown. This option has to pass behind

the Grange Research Centre and is adjacent to the EU VET Centre. Because of the

proximity to both centres and to Batterjohn crossroads a second option (D) was

investigated. Section length 5km.

Section D: North- west behind Batterjohn crossroads and crossing R154 2km. north-

west of Batterjohn and proceeding to a common angle mast at Cruminstown. Section

length 5.6km.

Crumlintown to Dunderry:

Section E: Single route option which crosses the River Boyne at a narrow crossing point

that is not viewable from any adjacent roads. A photograph is included in section 4.2.8

Rivers. The route crosses the R161 (Navan - Trim) immediately to the north of the river

crossing. This route is also sensitive in that it is the closest point of the line route to the

Hill of Tara. The distance is approximately 6km and would not be viewable from the Hill

of Tara. In comparison, the proposed M3 moterway will be less than 2km from the Hill

and the existing Louth – Maynooth 220kV line is approximately 1km away. Section

length 8.5km.

Page - 18 -

View from the Hill of Tara looking westwards

Exising Louth – Maynooth 220kV line visable in background

Divergence of Route Options:

At Dunderry a major route divergence is available, giving 2 options.

1. Proceed in a northerly direction between Kells and Navan (approximately 4km west of

Navan to the Kingscourt (Sections G-S). This overall option gives several options within

the route and has the advantage of terminating at any of the three areas to the east,

south and west of Kingscourt. The disadvantages are that the line generally would travel

through more populous areas with associated crossing opportunity problems and would

enter an area with a heavy number of architectural and heritage sites.

2. Change direction at Dunderry initially westwards towards Athboy and then head

northwards west of Kells to the western terminating point of Kingscourt (Section F). The

advantages and disadvantages are converse to those of Sections G-S, generally less

populous, fewer heritage sites but terminating only to the west of Kingscourt.

Page - 19 -

The major infrastructural constraints in the study area, ie. main roads, proposed M3

motorway, the second gas pipe line and the River Blackwater all traverse in an east –

west direction, and all would have to be crossed by either option.

Dunderry to west of Kingscourt

Section F: Proceed initially westwards south of Jamestown Bog for approximately

7.5km before turning in a more northerly direction with Athboy 4km to the west and

passing Kells to the west by 3km. The line would pass adjacent to the Peoples Park

west of Kells. It also crosses the River Blackwater at this point which dictated the

crossing point. It then proceeds towards the small town of Mullagh which is 1.5km to the

west. Terrain at this point is of a more Drumlin character. The line would then have to

cross the northern gas pipe line and one of its tees (2 crossings) before heading directly

into the station site option approximately 6km west of Kingscourt. Crossings with

pipelines were kept as close to 90 degrees as possible given the more difficult terrain in

this area and the ribbon and farm developments. The line has the option of terminating

either north or south of the existing Flagford – Louth 220KV line dependent on station

site choice.Section length 39km.

Total length from Woodland station approximately 60km.

Dunderry to station sites east, south and west of Kingscourt:

Sections G – S:

These routes proceed directly northwards from Dunderry to the south of Nobber. At this

point there are options for routes to stations situated in areas to the east, south and

west of Kingscourt.

Dunderry – Phoenixtown Cross Roads

Section G: Proceed in a single route option northwards crossing the N51 (Navan –

Athboy) and the proposed M3 motorway before terminating at a common angle mast

approximately 1km east of Phoenixtown cross roads. This is a sensitive and potentially

problematic area as the line now must cross the River Blackwater and the very scenic

Page - 20 -

and picturesque village of Donaghpatrick in a designated Gealteacht area. Section

length 7.8km .

Phoenixtown Cross Roads - Stone Cross Roads

Section H: As per corridor in the Constraints Study but would pass to the east of

Donnaghpatrick village and would then navigate through dense ribbon development

before terminating at Stone Cross roads. As the proposed line could be viewed from

Donaghpatrick Bridge an alternative route option is given below (I). Length 6km.

Section I: Route alternative to the west of Donaghpatrick. Crosses the River Blackwater

at a narrow crossing point which is not as visible from any public roadways as route H

would be. It continues to the common angle mast at Stone Cross roads. As for route H

there are many houses in the area but roads may be marginally easier to cross. Section

length 6km.

Stone Cross Roads to South of Nobber

Section J: Single route option proceeding northwards passing to the west of Ermlagh

Forrestry. Generally good crossing opportunities on flat terrain and not viewed from

roads until crossing the N52 (Kells – Ardee). Terminates on an common mast (option

divergence) approximately 2km south of the village of Nobber. Section length 8.3km.

South of Nobber to station site east of Kingscourt:

South of Nobber to east of Nobber

Section K: Proceed in a northeast direction bypassing the village of Nobber to the east

and crossing the R162 ( Navan – Kingscourt) and the River Dee. Section length 3.8km.

Page - 21 -

East of Nobber to station site

Section L: Continues in a northeast direction crossing the northern gas pipeline and

R165 (Kingcourt – Drumcondra) at approximately 90 degrees and terminating at station

sites to the east of Kingscourt and south of the existing Flagford – Louth 220kv line. The

village of Drumcondra is 1.5km to the east. Terrain is of a drumlin naturew. Station site is

approximately 5km east of the existing Meath Hill 110kV station. Section length 7km.

Section M: Similar to option L. The general area has ribbon development and may give

alternative crossing options. Section length 6.4km

Section N: Continues from a common angle mast into substation site. Section line

length 1km.

Total line length from Kingscourt station 56km. approximately.

South of Nobber to station site south of Kingscourt

Section O: Proceed in a northwest direction bypassing the village of Nobber to the west

by approx. 2.5km. This area around Nobber is heavily populated by ringforts, crannogs

and enclosures. The route is also bound by protected forest areas, Whitewood Lough

and some substantial ribbon development. Section length 3.7km

Section P: Proceeds due east for crossing the R165 (Kingscourt – Drumcondra).

Section length 2.9km.

Section Q: After the road crossing it runs relatively unhindered in a northerly direction

towards a potential station site south of Kingscourt. Station site is approximately 4km

southwest of the existing Meath Hill 110kV station. This route would not cross the

northern gas pipe line. Section length 4km.

Total line length from Woodland station 55 km approximately.

Link

Section R: A line route is available linking the route to the east of Nobber to the route

west of Nobber and is situated to the north of Nobber. Section length 2.6km.

Page - 22 -

South of Nobber to station site west of Kingscourt:

Sections 0 / S:

Section O: Single route option proceeding in a northwest direction bypassing the village

of Nobber to the west by approximately 2.5km.This section is common to route heading

to station south of Kingscourt. Section length 3.7km.

Section S: It continues in the same direction for 3.2km bound to the east by Whitewood

Lough and to the west by hilly terrain. A slight detour takes place in order to by-pass the

village of Kilmainham and to ensure a good crossing point of the Kilmainham River

which has a substantial valley profile as it gets close to the village. Crossing points were

hampered by developments along the links roads to the village. The northern gas pipe

line was also in this area and ensuring a crossing point of 90 degrees was a further

constraining factor. On crossing the valley it continues in a northwest direction crossing

the R164 (Kingscourt – Moynalty) and then travels relatively unimpeded through very

hilyl terrain towards the potential station sites west of Kingscourt. The proposed line may

or may not cross the existing Flagford – Louth 220kK line depending on the site station

chosen. Section length 10km.

Total line length from Woodland station 58km approx.

4.3.2 General assumptions, caveats and conclusions

At this stage no preferred line route option has been chosen primarily due to the inbuilt

flexibility provided in the final stage of the route as several potential substation sites

were examined. Once the terminating point of the 275Kv North – South line has been

agreed a preferred line route corridor can be established.

All potential route corridors were identified from the initial desktop constraints mapping

exercise. These corridors were identified by the avoidance of major constraints, areas of

high population density and because the landscape generally has the ability to

incorporate such a development with minimal impact on landscape.

The initial routes corridor options were modified after site studies and defined crossing

points have been established. However it should be noted that these potential route

Page - 23 -

corridors have only been supported by drive though surveys and not detailed on-site

investigations or reference to environmental consultants.

It is accepted that the scale of a proposed 400kV development, where towers can be in

excess of 30m high, will mean that the line will be visible in the landscape but with

careful route selection and mast placement its impacts can be reduced. The countryside

through which the proposed route would pass is generally of a high quality where

landscape character and visual amenity are potentially sensitive to change from a

development of this nature. In the southern route area where the topography is very flat

the proposals were routed away from main roads in so far as was practical and road

crossings were kept as close to 90 degrees as possible. In the northern part of the study

area use was made of the natural screening potential of the drumlin topography and will,

with careful placement, reduce the visual impact of the masts. However drumlin

landscape can create difficulties in route selection due to the nature of changes in levels

and maintaining straight lines over distances with a resultant higher number of angle

masts. Numerous hedgerows, individual trees and pockets of woodland can help to

create intermittent screening in the landscape which can be exploited for route selection.

Higher ground was avoided to ensure that masts and lines are not seen on the skyline.

Masts whould not generally be placed adjacent to road crossings.

There are numerous dwellings along all roads along with substantial farm buildings

throughout the area. Potential routes were chosen to avoid these. There is also a high

proportion of county houses with long access avenues throughout the study area. All line

route options endeavored not to cross these avenues.

No survey took place of the proposed routes nor was it walked. Only a drive by survey of

all road crossings was carried out to check as to the feasibility of the corridor along with

ensuring adequate clearances from existing developments.. Rights of way, historical

trails etc. were not marked up on the constraints maps. It is assumed walking routes can

be crossed without wayleave / planning problems. Apart from the M3 It is assumed that

no future major developments will come on stream in the near future.

It is recommended that crossings of existing HV transmission lines be investigated as

part of detailed routing. Crossing angles are at, or close to, the optimum 90 degrees.

Page - 24 -

Conflicts with existing distribution network including 38kV, 10kV and LV or with existing

communication lines including Eircom have not been investigated or quantified.

The route options and crossing points vary in width dependent on relative proximity to

urban centres but are reduced in some locations to pinch points of approx 100m. Scope

for modifications is generally more flexible on the western option route (F) and as the

routes move closer to the proposed new substation site study area.

It is assumed that the route options will not be further encroached by:

Major developments not known at this time including major roads, transmission

lines etc

No additional areas are added to the NHA’s, SAC’s listings.

No additional archaeological sites/monuments are added to listings.

Urban commercial/residential zones are not expanded beyond present limits in

towns e.g. Navan, Trim, Kells, Athboy, Nobber etc.

Additional scenic viewing points, scenic drives etc are not added by County

Councils etc.

Proximity to Secondary Amenity Areas will not incur planning restrictions e.g.

minimum distance in sight lines etc.

No planning restrictions on routing close or adjacent to Designated Areas of

Protection

Dismantled railways are not refurbished and used commercially again on or near

the proposed route corridor.

No other commercial/industrial developments will take place in or near route

corridor e.g. wind-farms, manufacturing plants, etc.

Local or private airfields.

Page - 25 -

4.4 Substations

4.4.1 Woodland 400kV station

There are two route options out of Woodland station and these are discussed in Line

Route Options section 4.1.3.

Line interface and Bay capacity implications for an incoming 400KV line are as follows:

Switchgear:

Although space is available on the 400kV side of the Substation to cater for a busbar

with 6 feeders, the busbar, as constructed, can only accommodate three 400kV feeders.

Bay E6 on the A2/B2 section of the busbar: In service as Oldstreet 400kV Line

bay

Bay E2 on the A2/B2 section of busbar : Spare

Bay E3 on the A1/B1 section of busbar: Spare and partially equipped.

Both of the spare bays are to the south of the Oldstreet Feeder bay.

As the proposed Kingscourt feeder will be to the north side, two possible options exist to

cater for this new connection.

Option 1:

Relocate the existing Oldstreet Feeder bay to bay E2 or E3. Within the Substation this

would require equipping bay E2 or E3 and relocation of the shunt reactor on the

Oldstreet bay. Bay E6 would then be available for the proposed Kingscourt feeder.

Option2:

Extend the busbar on the north side and install a new line bay.

Control/Protection: Sufficient space exists within the Relay room for the required Protection Cabinets. The

existing 400kV busbar protection was designed to cater for bay E3 so it should be

possible to re-use this for the proposed Kingscourt bay.

Ref.: Appendix 6: Woodland 400kV Station: Line Bay Layout

Page - 26 -

Potential use of unstrung northern phase on existing Oldstreet - Woodland 400kV line (tee off

point from angle mast visible in background)

4.4.2 Proposed Kingscourt 400kV Station

Site studies were carried out in the general vicinities of the three main route terminating

points which covers an area of approx. 70,000 hectares (70sq.km) and spanning a linear

length of approximately 15km south of Kingscourt.

A total of 23 potential sites and 12 flexible areas for site placement were located. All the

potential sites are evaluated and rated in the context of general topography, access,

sightlines, proximity of housing and any potential conflicts in terms of archeology. This

study was carried out by on – site evaluations and did not involve any dealings with

landowners. However, there is a good spread of sites with excellent screening potential

in the study area and it is assumed that a final site could be found from the range given

once the final terminating point of the line routes (400 and 275kV) is established.

Page - 27 -

Site No.

General Housing Archeology Access Sightlines Potential

1-10

1 Low-Lying. Easily

screened. No obvious overlook.

No No Conflict Good Good 9

2 Easily screened. No obvious difficulties. 38kV line crossing.

Minimal No Conflict Good Good 8

3 Easily screened. No obvious difficulties.

Minimal No Conflict Good Good 8

4

Good. Existing farm road would need to

be upgraded to facilitate access.

No

Minor - Kilboyne hill to south of

site

Good Good 8

5 Good. Full access road would need to

be constructed. Minimal

Minor - Kilboyne hill to south of

site

Good Good 8

6

Good. Station access road off existing farm access which would need upgrade. 38kV

line crossing.

Minimal In vicinity but

no conflict Good Good 7

7 Good. Full access road would need to

be constructed. No

In vicinity but no conflict

Good Good 8

8

Good. Existing farm road would need to

be upgraded to facilitate access. *North of 220kV.

No No Conflict Fair Cul-de-sac

location 7

9

Fair. Existing farm road would need to

be upgraded to facilitate access. Low lying and potentially

wet. *North of 220kV.

No No Conflict Fair Cul-de-sac

location 7

10

Geographically OK but overlooked by housing on several

fronts. Heavy screening required

and full access road to be constructed. *North of 220kV.

Heavy No Conflict Poor To be

determined 4

11 Attractive overall Minimal No Conflict Good Good 9

12 Attractive overall Minimal No Conflict Good Good 9

13

Low-Lying. Easily screened. No obvious

overlook. *North of 220kV.

Minimal In vicinity but

no conflict Good Good 7

Page - 28 -

14 Low-Lying. Easily

screened. No obvious overlook.

Minimal In vicinity but

no conflict Good Good 8

15

Low-Lying, natural screening on three

sides. Close to 220kV.

Minimal In vicinity but

no conflict Good Good 8

16

Good. Existing farm road would need to

be upgraded to facilitate access. Easily screened.

No No Conflict Fair Good 8

17

Good. Existing farm road would need to

be upgraded to facilitate access. Easily screened.

No No Conflict Fair Good 8

18 Attractive overall,

access would have to be constructed.

No No Conflict To be

constructed

Good 8

19

Low-Lying, some natural screening. Station could be

easily hidden. Close to 220kV.

Minimal No Conflict To be

constructed

To be determined

7

20

Good. Existing farm road would probably

cater for Station access. Easily

screened.

Minimal In vicinity but

no conflict Good Good 9

21

Good. Existing farm road would need to

be upgraded to facilitate access. Easily screened.

Minimal In vicinity but

no conflict Good Good 8

22

Attractive overall, access would have to be constructed and extensive screening would be necessary.

No In vicinity but

no conflict Fair Good 8

23

Low-Lying, Good natural screening from main road. Station could be

easily hidden. Close to 220kV. Access would have to be

constructed.

No No Conflict To be

constructed

To be determined

7

Note: The areas shown as polygons

on the map provide a level of flexibility with the Station location

and are suitable overall.

All sites are outside of the gas pipeline

exclusion zone of 1kM.

Page - 29 -

Typical station site option with flat terrain and good screening potential

It is assumed Planning permission will be received for a proposed Kingscourt

Substation.

Appendix 7: Preliminary Site Selection: Locations Map

5.0 Consultation

Consultation took place with BGE with regards to existing infrastructure within the

defined study area. Pipeline routes shown on all maps are as obtained from an Bord

Gais.

No consultations or meetings were held with any Local Authority Planners at this stage

as per scope.

Page - 30 -

6.0 Project Programme

Ref.: Appendix 8: Outline Programme

Page - 31 -

7.0 Conclusions and Recommendations

If a decision is made to proceed with a transmission line connection between the existing

Woodland 400kV station and a proposed station in the vicinity of Kingscourt it is

recommended that detailed site investigation and route evaluation with environmental

consultants be undertaken if these route corridors are to be proceeded with. Other

alterative route corridors may also be available.

Overhead line crossing points on main roads are found to be generally tight and it can

be assumed that route corridors will remain under threat from expanding infrastructural

development and one off housing in the near future. This will be particularly prevalent

around urban areas such as Navan, Trim and Kells where development is influenced by

the opportunities and pressures emanating from Dublin metropolitan area.

There is spare bay capacity at Woodland 400kV station to accommodate the overhead

line. The study area for a new station in the region of Kingscourt has many suitable sites

in all locations where route options may terminate.

In terms of environmental issues it is concluded that Co. Meath is an area very rich in

cultural heritage sites with a higher than average number of designated areas of

protection. The proposals have routed away from these sites but will entail the crossing

of the River Boyle and River Blackwater whose valleys are designated as areas of

protection. This may prove contentious with planners or other groups dedicated to the

protection of the environment such as those opposed to the building of the M3.

All alternative route corridors cross BGE gas pipelines. It is recommended that a detailed

study be carried out as part of the phase 1 project to assess coupling issues of the

proposed development and the BGE pipelines.

Routes have not been agreed with any planning authorities, public bodies or landowners

at this stage.

Page - 32 -

This feasibility report concludes that route corridors between Woodland and a proposed

substation south of Kingscourt are currently available as detailed in this report and

shown on the Route Options and Physical Constraints Map: Appendix 2.

Page - 33 -

Appendices

1. Study Area Map (A3)

2. Route Options and Physical Constraints Map (A0)

3. Arial Photography: Typical Ribbon Development (A3)

4. BGE gas pipeline north of Woodland (A3)

5. BGE gas pipeline south of Kingscourt (A3)

6. Woodland 400kV Station: Line Bay Layout

7. Preliminary Site Selection: Locations Map (A3)

8. Programme


Recommended