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5 Environmental Assessment

5.1 Introduction

5.1.1 Under the provisions of the Town and Country Planning (EIA) Regulations 1999 an Environmental Statement should contain:

  • A description of the aspects of the environment likely to significantly affected by the development, including in particular, population, fauna, flora, soil, water, air, climatic factors, material assets, including the architectural and archaeological heritage, landscape and the inter-relationships between the above factors.

  • A description of the likely significant effects of the development on the environment, which should cover the direct and any indirect, secondary, cumulative, short, medium and long-term, permanent and temporary, positive and negative effects of the development, resulting from:
    - The existence of the development
    - The use of natural resources
    - The emission of pollutants, the creation of nuisances and the elimination of waste 

  • A description of the measures envisaged to prevent, reduce and where possible offset any significant adverse effects on the environment

5.1.2 On the basis of the scoping opinion (presented in Chapter 1) we have divided up this Chapter into three sections:

  • Assessment of impacts

  • Summary of Proposed mitigation·

  • iscussion of impact and proposed mitigation

5.1.3 The assessment of impacts will assess the proposed development and therefore the sources of impact in the context of the sensitive receptors that may be affected by the airport development.

5.1.4 A tabulated summary of all proposed mitigation is then provided, drawing on the significant impacts identified in the assessment.

5.1.5 Finally these impacts are then discussed in more depth. This discussion is structured on the basis of the structure used in Chapter 4 to describe the baseline environment.

5.2 Assessment of Impacts

5.2.1 On the basis of the existing airport operations and the proposed development of the airport, a list of key sources of impact have been identified under the following headings:

  • Normal periodic operations

  • Abnormal events

  • Construction operations and abnormal events

  • Presence of built facilities

5.2.2 Abnormal events are events where deviations from normal operations result in unintended releases of pollution to the environment.

5.2.3 Details of the sources of each impact under generic activities are presented in Table 74 and Table 75.

Table 74: Summary of Sources of Impacts during airport operations

Activity 

Sources from Normal routine operations 

Abnormal events

Aircraft landing and take-off cycle

Approach and landing of aircraft on runway
Taxiing of aircraft to and from stands
Aircraft take-off and climb-out

Serious aircraft/vehicle fire or accident involving fuel spillage or ignition

Aircraft at stand

 Aircraft servicing
provision of power and compressed and heated air to aircraft
baggage and cargo hauling
refuelling of aircraft
sewage and waste disposal
topping up aircraft fluids

Spillages of fuel during re-fuelling or de-fuelling of aircraft and other vehicles
Spillages of sewage and waste during transfer from aircraft

Ground service activities

Passenger and baggage transfer
Lighting provision
fixed lighting
mobile lighting
Movement of general personnel and equipment around airport
Freight handling

Spillage of substances from damaged or leaking freight

Surface Access 

Arrival and departure of passengers, staff and other airport related traffic by car, coach, bus and rail and truck

Serious vehicle fire or accident involving fuel spillage or ignition

Activity Normal 

Periodic operations 

Abnormal events

Aircraft maintenance

Engine testing
Aircraft cleaning
-Aircraft paint spraying

Spillages of hazardous substances, such as bulk cleaning liquids, paints, paint strippers, oils and solvents

Site and grounds maintenance

Herbicide and pesticide application 

Spillage of herbicides and pesticides in concentrated form

Fuel and chemicals management

Refuelling of fuel farms
Refuelling of bowsers, on-site tanks
and other storage units
Management of chemical and fuel tanks including escape of Hydrocarbons

Spillages during fuelling or other bulk liquids to farms and storage tanks
Gradual leakage from, or catastrophic failure of fuel or other bulk liquid (e.g. oil) from storage tanks, containers or pipework
Escape of ozone depleting substances from fire suppression, air conditioning or refridgerant systems.

De-icing Application of de-icants and anticants

Application of sand and salt on roads-Surface water control-Management of interceptors and balancing pond-Surface water drainage

Overflow of oil from oil/water interceptors

Bird control 

Bird scaring and bird culling

 

Waste management

Storage and removal of waste on site 

Spillage of solid/liquid wastes (including sewage)

Other 

Unknown legacy pollution activity/disturbance15

Fuel jettisoning by aircraft in flight

Table 75: Summary of Sources of Impacts during construction and presence of existing and built facilities

Construction Activity (Phase 1 only)

Generic construction operations

Abnormal events or accidents during construction

-Extension of Bravo taxiway and apron
-Installation of surface water controls
-Construction of paint hangar
-Construction of water balancing pond
-Relocation of RADAR
-Development of cargo area
-Construction of warehouses
-Construction of terminal
-Construction of car parks
-Construction of aircraft hangar
-Excavation/Cut and fill of soil
-Movement of heavy vehicles and plant
-Use of batching plant
-Access changes and temporary severance of roads
-Stockpiling
-Drilling and laying of foundations
-Top soil stripping and landscaping
-Loading and unloading
-Installation of temporary portacabins

-Serious vehicle fire or accident involving fuel spillage or ignition
-Spillage from trucks of materials or fuels
-Rupturing of underground drainage or fuel piping and/or storage

Significant impacts from construction activities in Phase 2 and 3 will not differ from those identified using sources of impact in Phase 1. As a result Phase 2 & 3 activities are not included in this process.

15 Potential impacts from legacy pollutants are considered separately to this part of the assessment, but still constitute a source of impact from (past) airport operations.

Table 76: Summary of sources of impact from the presence of existing and future physical facilities

  • Terminal buildings

  • 2 storey car parks

  • Aircraft hangar

  • Taxiways and aprons

  • Runway extensions

  • Warehousing

  • RADAR

  • Airport related buildings

  • Balancing ponds

  • Fuel installations

  • Waste storage facility

  • New road and rail links and facilities

5.2.4 It should be emphasised that most abnormal events should be regarded as being of extremely low likelihood (Table 77).

Table 77: Occurrence of abnormal events

Abnormal event and accidental effects

Minor events that may occur during routine or periodic operations

Spillages of hazardous substances, such as bulk cleaning liquids, paints, paint strippers, oils and solvents

Spillage of substances from damaged or leaking freight

Spillages of fuel during re-fuelling or de-fuelling of aircraft and other vehicles

Spillages during fuelling or other bulk liquids to farms and storage tanks

Spillage of solid/liquid wastes (including sewage)

Significant events that are of extremely low likelihood

Serious aircraft/vehicle fire or accident involving fuel spillage or ignition

Catastrophic failure of fuel or other bulk liquid (e.g. oil) from storage tanks, containers or pipework

Gradual leakage of fuel or other bulk liquid (e.g. oil) from storage tanks, containers or pipework

Emergency fuel jettisoning by aircraft in flight

Uncontrolled spillages of fire suppresent materials or loss of control of fire

Spillages of sewage and waste during transfer from aircraft

Overflow of oil from oil/water interceptors

Spillage of herbicides and pesticides in concentrated form

Escape of ozone depleting substances from fire suppression, air conditioning or refridgerant systems.

5.2.5 Where sources of impact are related to sensitive receptors, impacts can be identified and a significance defined. Chapter 4 identified a range of key sensitive receptors (Table 78). The potential impact these sources may have on the receptor is judged under three categories of significance (Table 79).

Table 78: Identified key sensitive receptors

Receptor

Location

Landscape

 

Long views

Onto and from plateau

Sense of remoteness

On plateau

Landtake

LMA

Nature conservation and ecology

 

Cliff, cave and Intertidal/subtidal zone

Thanet coast

Wetlands (freshwater and saline)

North East Kent Marshes and Pegwell Bay

Flora & Invertebrate fauna

North Kent marshes
Marine habitats in Pegwell Bay

Mammals

Designated nature conservation sites

Breeding birds

Thanet coast

Wintering waders and wildfowl

Sandwich and Pegwell Bay

Migratory birds

Sandwich and Pegwell Bay

Spawning and nursery areas for fish

Sandwich and Pegwell Bay

Archaeology

 

On-site archaeology

LMA

Air quality

 

Local residents

Defined by air quality contours

Water quality

 

Pegwell Bay

Pegwell Bay

Thanet groundwater

Source protection zone under LMA

Traffic

 

Traffic capacity

A299, A28, A256S&N, Northern Feeder roads and A253

Local villages

In airport locality and on major arterial routes to LMA

Northern feeder road communities

Roads feeding to LMA from North of airport.

Noise

 

Local residents

Thanet

Recreation and tourism

 

Local beach, promenade and marina

Ramsgate

Coast walks

Thanet

Accommodation

Thanet

Local spitfire museum

Manston

Communities and economy

 

Employment

Thanet and NE Kent

Transport Access

To Thanet and LMA

Local business

Thanet

5.2.6 These significance scorings have been developed in the context of this EIA. The lowest significance rating (1) implies that the source of impact will have a negligible or minor impact on the receptor. It is suggested that this impact is not substantially different to other anthropocentric influences or natural variation.

5.2.7 Where an impact was expected to be more significant, but evidence has determined that the impact will infact have no serious consequences to the environment a rating (2) is applied. This applies particularly to impacts associated with noise and air quality modelling where evidence suggests that the sources of impacts will not have an adverse impact on those identified receptors.

5.2.8 Where a significant impact is predicted, four possible ratings under a score of ‘3’ are assigned (Table 79). Where no acceptable or appropriate mitigation measure is available, a rating of ‘3e’ is assigned.

5.2.9 All impacts where a rating of 3d are assigned suggest that current uncertainty requires that further definition be achieved as the airport develops.

Table 79: Significance rating

Scoring

 

Definition

 

Negligible or minor impact on sensitive receptor. Impacts likely to be short term (1 day to 1 month) and are difficult to distinguish from variability caused either by natural or anthropcentric influences external to the airports influence. (‘+’ indicates that the impact will have a minor positive impact).

 

Moderate impact suspected but with modelling or predictive based methodologies the impact has been shown to have no serious consequences to sensitive receptors. (‘+’ indicates that the impact has been found to have a moderately positive impact).

 

Potentially significant impact that:

 

a.

 may contravene a regulatory requirement or requires mitigation to ensure regulatory compliance

 

b.

 may require physical works to reduce likelihood of occurrence of impact or to mitigate the impact to a level where there is unlikely to be any serious consequence to the environment in the medium to long term (1-2+ years)

 

c. 

may require a management activity to reduce likelihood of occurrence of impact or to mitigate the impact to a level where there is unlikely to be any serious consequences to the environment in the medium to long term (1-2+ years)

 

d. 

has been identified as significant and further definition is required to determine the level of significance (this may be both positive or negative).

 

an impact is likely but at present there is no acceptable or appropriate mitigation measure

5.2.10 Impact matrices have been developed to present significance of impact where a potential source will effect a sensitive receptor.

5.2.11 Where necessary, significance ratings of impacts will present a range of potential impact, if it is likely that the source may be subject to variability in its nature. In assessing each impact the worst case scenario will be selected, discussed and mitigation presented.

5.2.12 Legacy pollution although a potential source of impact is not included within this rating process as ground contamination at LMA has already undergone a rigorous assessment (Gibb, 1999). The findings of this assessment and potential impacts are presented later in this chapter.

Table 80: Environmental Impact Matrices: Normal Operations

Table 81: Environmental Impact Matrices: Normal Periodic Operations

 

5.3 Summary of Proposed mitigation

5.3.1 All significant impacts will require mitigation to reduce their potential impact on sensitive receptors. Significant impacts, details of each impact and proposed recommendations for mitigation are presented in Table 85. Any potential residual impact once these measures have been put in place is also presented.

5.3.2 The Table is presented with an impact ID. This can be derived by identifying the Impact Matrix number (e.g. Table 12 on Built Facilities is number 5), followed by the Key sensitive receptor (e.g. Sense of remoteness is ‘b’) followed by the Proposed source of impact (e.g. Terminal buildings is ‘a’). The table then presents a predicted significance rating, some detail of the impact, recommendations and any residual consequences.

5.3.3 Each recommendation has been numbered for ease of reference.

5.4 Discussion of impacts and proposed mitigation

5.4.1 In order to qualify and support the assessment made in the first part of this chapter and to provide more detailed explanations of mitigating measures presented above, a discussion is provided below.

Impacts on landscape

Views

5.4.2 The development of LMA will have an impact on the views and sense of remoteness within Thanet. This will be caused by the construction and development of large buildings, the movement of aircraft and vehicles and the growth of ancillary airport development in the locality of LMA. This impact is largely unavoidable, but with care in the design process the impact can be minimised. The appropriate use of landscaping and natural screening will assist in removing harsh lines and the urban feel of the airport development but such screening will in itself impact on the views available across the chalk plateau. LMA have been careful so far in seeking to ensure that all development follows a north-south axis to reduce the impact of views from the south or north across the plateau. The impact on westerly and easterly views is inevitable and it is suggested that most effort for landscaping and screening be focused in mitigating this impact.

Lighting

5.4.3 Lighting may have an impact on the sense of remoteness and quality of life of local residents in the LMA area. Since the rural area within which the airport is located is characteristically very open, largely devoid of trees and vegetation and poor control of outdoor lighting could have a substantial effect on the character of the area well beyond the locality of the site.

5.4.4 In 1994, the Institution of Lighting Engineers (ILE) produced Guidance notes for the reduction of light pollution. This identifies 4 different ‘environmental zones’ in which different light reduction should be applied:

  • E1 – National Parks, Areas of Outstanding Natural Beauty and other ‘dark landscapes’

  • E2 – Areas of ‘low district brightness’ – rural locations outside those identified above

  • E3 – Areas of ‘medium brightness’ – urban locations; and

  • E4 – Areas of ‘high district brightness’ – urban centres with high night-time activity

5.4.5 The Deposit Draft of the Thanet Local Plan (2001) categorises Manston Airport as falling within the E3 zone. Table 86 identifies the ILE standards suggested for each zone.

Table 86:Obtrusive light limitations for exterior lighting installations

Environmental zone

Sky glow

Light into windows Ev (Lux)

 Light into windows Ev (Lux)

Source intensity I(ked)

Source intensity I(ked)

Building Luminence (before curfew)

Building Luminence (before curfew)

 

Upward light ratio (Max %)

Before Curfew

After Curfew

Before Curfew

After Curfew

Av. L (cd/m2)

Max. L(cd/m2)

E1

 0

2

1*

0

0

0

0

E2

2.5

5

1

20

0.5

5

10

E3

5.0

10

3

30

1.0

10

60

E4

15.0

25

5

30

2.5

25

150

*From public road lighting installations only TDC (2001)

5.4.6 The deposit draft suggests that future policy will be to ensure that all new outdoor lighting should demonstrate that it is the minimum necessary for safety, security or working practices and that such development should seek to minimise the degree of light glare, spillage and tresspass and sky glow so as not to result in the loss of residential amenity, harm the character of villages or the countryside, or cause disturbance to identified wildlife areas. This assessment has recommended that LMA use lighting appropriately to avoid impacts on local residents. It is suggested that the limitations presented in Table 86 for Environmental zone E3 be used as a guide in all lighting design.

5.4.7 Airport lighting is likely to have some minor impact on birds. Nocturnal birds in flight may be disorientated by lighting from the airport. It is considered that mitigation measures presented above will have some impact on reducing this effect, but it is believed that any residual impact will be insignificant.

Landtake

5.4.8 The footprint of LMA has been established for many years. LMA have no plans to date to develop any adjacent land for the airport outside of this current footprint.

5.4.9 Wastes from the airport and aircraft could have significant implications for local waste disposal facilities including landfill. Although outside the scope of this assessment, LMA have established a waste minimisation policy and this will play a key role in future waste management.

Impacts on Nature Conservation

5.4.10 Thanet and the surrounding area support a wide range of habitats and species, the most important of which are protected through international, national and local designations and through various management agreements. Within a radius of 10 miles there are approximately 37 sites under some nature conservation designation.

5.4.11 Thanet and its locality support a diverse range of habitats. These habitats in turn support a diverse range of species. Many of these species are on the edge of their geographical range and many are in decline due to a range of human influences.

5.4.12 The habitats of Thanet and the surrounding area and the species that depend upon these habitats are under threat from a range of different human activities (Table 34).

Table 87: Notable threats to habitats in Thanet area

Habitat

Notable/relevant threats to habitats16:

Chalk cliff

- Inappropriate Coastal zone management

Grassland

- Lack of traditional management
- Damage through ignorance of site value
- Habitat fragmentation

Woodland and scrub habitat

- Direct land take losses for development
- Fragmentation leading to increased edge effects and limiting genetic viability of less mobile species, fragmentation of ownership and unco-ordinated management.

Reedbed swamp

- Lack of or inappropriate management
- Loss through waste tipping and building management
- Rarity and fragmented nature of habitat and critically small populations of several dependent species.
- Potential threats from abstraction, drought and climate change

Open water habitat & Ditches and Dykes

- Loss of ponds and ditches through lack of management due to build up of organic-matter and excessive shading, and direct loss through infilling and urbanisation
- Lowering of water table and reduced water volumes due to abstraction of surface and groundwater, or drainage- Pollution; eutrophication due to fertiliser run-off, chemicals and sewage- Disturbance, recreation and poor management
- Intensification of adjacent land-use (destroying semi-natural buffer habitat, increasing water-borne sediment and nutrient levels)

Hedgerow

 - Hedgerow loss to development- Lack of inappropriate management- Fragmentation of remaining network
- Loss of hedgerow trees

Intertidal mud and sandflats

- Pollution from land based sources
– sewage, industry run-off. Nutrient enrichment leading to algal blooms, metals and organic pollutants accumulating in sediments and fauna.
- Recreational pressure

Saltmarsh

 - Pollution from land based sources
– industry and sewage.

Marine habitats

- Lack of knowledge of marine environment
- Lack of mechanisms for the protection and management of the marine environment below the low tide line
- Development of industry on coast
- Pollution from effluent outfalls, oil spills, litter, agricultural run-off and industrial pollution
- Recreational activities

(KBAP, 1997) (KCC, 1998)

16 As noted in KBAP (1997)

5.4.13 On the basis of the recorded threats to habitats in Thanet, it is unlikely that the development of LMA will exacerbate any of these, with the possible exception of potential pollution to surface waters especially in Pegwell Bay.

5.4.14 Of those species that have been identified as a concern within Kent (Chapter 3), the development of LMA could impact on the Water vole (Arvicola terrestris), the Otter (Lutra lutra) and the Allis and Twaite shad (Alosa alosa & Alosa fallax fallax). These could be impacted indirectly by the accumulation of heavy metals or hydrocarbons within fresh and saline water habitats and sediments. The extent to which LMA will lead to declines in populations of these key species cannot be predicted on the basis of this assessment.

5.4.15 Surface water run-off from the airport and its subsequent discharge via and outfall into Pegwell Bay poses a potential risk to the ecological value of this site by polluting sea water and sediments within Pegwell Bay. Since this area is an important regional, national and international site for nature conservation, particular attention should be paid to how such surface water is controlled.

5.4.16 The principal threats to the site are releases of hydrocarbons from airport activities as a result of accidental spills or oily run-off from paved surfaces. However, given the proximity of Pegwell Bay to the Thames Estuary it may be that there is already an elevated baseline level of hydrocarbons in sediments as a result of shipping and heavy industry. In this assessment, no quantification has been made as to the nature of baseline pollutants within sediments.

5.4.17 As a precaution, LMA have plans to implement stringent surface water controls through the implementation of a surface water management strategy. This is presented below under the section on water quality.

5.4.18 In the unlikely event of an accident at or near the airport, there is the potential for a significant adverse impact on local ecology. Mobile receptors are unlikely to be affected directly as they can move away from danger, but their habitat will be damaged. An aircraft incident in Pegwell Bay, for example could lead to a significant disruption to a breeding season for birds. Invertebrate and plants would be directly vulnerable to accidents.

5.4.19 In the event of an accident LMA has developed procedures for dealing with spills that have received approval from the Environment Agency. LMA will continue to work closely with statutory bodies to ensure the effectiveness of this response plan.

On-site impacts on nature conservation

5.4.20 The development of LMA does not encroach directly on designated conservation site. Furthermore all developments will take place within the existing perimeter of the site and therefore there are no ecological losses due to land take.

5.4.21 Most of the land within the airport boundary that is not paved or occupied by buildings is open semi-improved grassland. Semi-improved grasslands have historically been rising in their potential value in Kent (KCC, 1994) but through insensitive management their value may decline. The greatest threat to grasslands in Thanet and elsewhere in the UK is their lack of management. Lack of management leads to loss of species diversity and scrub encroachment.

5.4.22 The grassland at Manston is managed through a cutting regime. This generally produces a sward of relatively uniform height and structure, which in the absence of other strong environmental factors leads to a fairly uniform species composition. The grassland within the airport has been selectively sprayed with pesticides to control insects in order to reduce potential sources of food for birds. Although the grassland is likely to support a large number of invertebrates such application regimes cannot be altered for reasons of safety

5.4.23 Bird control activities are a necessary part of any airport operation to reduce risks of bird strikes. Most birds culled during these activities are sea gulls which are both common and typically regarded as pest species. However, there is a potential risk of the activities controlling important and rare species such as the Little Tern (Sterna albifrons). LMA will ensure that bird culling personnel continue to receive appropriate training in identifying birds before culling to ensure that endangered, rare or protected species are not culled unnecessarily or without authority.

5.4.24 Poor management of waste on site may attract unwanted birds and as a result encourage the need for further culling activities. LMA will ensure that it continues to manage its waste effectively to prevent birds scavenging for food. LMA will continue to use good housekeeping to prevent scavenging and ensure the use of closed waste containers across the estate. This will also deter foxes.

5.4.25 LMA will ensure that all landscaping activities during the development of the airport minimise the use of water features or foliage that is attractive to birds in order to reduce the risk of bird strike. In particular, the development of balancing ponds for surface water control could be attractive to birds particularly roosting pied wagtails (Motacilla alba). LMA will ensure that all such ponds are appropriately covered with netting.

Archaeology

5.4.26 The description of the archaeology in and around LMA provided in this assessment, provides reasonable evidence to suggest that the Manston area in general contains a dense scatter of archaeological sites. In particular:

  • Important archaeological sites, villas, settlements, etc., are more likely than not to exist within the airport boundaries. From the density of such sites to the north and south of the area, at least two might be expected

  • Archaeological sites are known to exist within the airport boundaries to the east, west, and north of the main runway, although their extent is unknown.

  • Where recent evaluation work has not encountered archaeological features, it has nevertheless revealed buried soil horizons containing cultural materials. This is indicative of cleared arable or pasture land close to settlements or farmsteads.

5.4.27 Some of these sites would, if threatened by airport development, have to be considered as of regional or national importance, with the appropriate level of detailed excavation and post excavation research. Therefore the following measures will be taken:

  • Where development in an area of the airport will require the removal of topsoil, or the imposition of weighty additional overburden, archaeological evaluation by trenching must be carried out. It must be assumed that archaeological features will be encountered, and that their excavation will be required. Accordingly, sufficient time must be allowed for excavation before the commencement of landscaping measures.

  • If nothing of significance is encountered during evaluation, when landscaping is commenced, a watching brief should still be maintained. This recommendation is made in the light of the nature of trenching in identifying archaeology. Random trenching may not be fully representative of an area and sites of value may go undetected. If remains are discovered, an additional requirement should be made that sufficient time be allowed for the emergency recording of archaeology.

5.4.28 Archaeology found on-site at LMA will require in situ preservation or prior excavation ahead of any development.

5.4.29 It should be noted that aerial surveys are not currently available of LMA and this has prevented an aerial archaeological survey of the airport and as a result limits the extent of this assessment. It would be advantageous for the airport to permit such a survey to be conducted in the future, in order that any additional baseline information within LMA can be obtained before further development.

Air quality

5.4.30 The baseline air quality section for this assessment is presented separately within the air quality assessment conducted by KCC (Appendix 2). The limitations of this modelling are also identified and presented in Appendix 8. The assessment found that background levels do not exceed the UK Air Quality Objective and Limit values for nitrogen dioxide, nitrogen oxides and particulates (as PM10) between 2001 and 2020.

5.4.31 The results for years 2005-2020 without the proposed expansion indicate that annual average concentrations will marginally increase but will remain below the standard. For 2005 - 2020 with the proposed expansion levels of nitrogen dioxide will increase by a maximum of 5 ìg/m3. This will be within the close vicinity of the airport and the relevant Air Quality Objective value will not be breached.

5.4.32 The assessment of air quality has identified that as the airport develops concentrations of nitrogen oxides will exceed the 30 ìg/m3 Air quality Limit value for the protection of vegetation in close proximity to the airport. There are no sensitive ecological sites of interest within those areas where such exceedances have been predicted, but it should be noted that some of the local sites of conservation interest, such as St Nicholas at Wade Churchyard and St Mary Magdalene Churchyard (Map 13a) have lichens that may be particularly sensitive to changes in air quality. This also applies to bryophytes in Monkton Chalk Pit.

5.4.33 Similarly, maximum levels of PM10 in the vicinity of London Manston Airport are expected to remain below the Air Quality Objective value of 40 ìg/m3.

5.4.34 This assessment of the potential air quality impact of the proposed expansion to Manston airport indicates that, although there will be an increase in concentrations of nitrogen dioxide, nitrogen oxides and particulates (as PM10) the current UK Air Quality Objective and Limit values will not be exceeded.

5.4.35 Air pollution from construction activities are likely to have some impact on the environment principally as a result of dust. No quantification of this aspect has been conducted in this assessment, but it is anticipated that LMA will co-operate with TDC to ensure that all requirements under Local Air Pollution Control (LAPC) are adhered to. Air quality implications from the dismantling of LMA not considered in this assessment.

Water quality

5.4.36 Water is a significant feature of Thanet. The low lying marshes around Thanet, the River Stour and its catchment, the coastal area and the extensive and major aquifer under Thanet are all important water resources for the region. Groundwater in Thanet is coming under increased pressure from the abstraction of water for agriculture and potable purposes. As a result there is increasing concern that declining underground water resources leaves this supply vulnerable to pollution.

Surface water

5.4.37 The study has identified a large range of activities within the airport that may have an impact on surface water quality. As such LMA will adopt a range of measures.

5.4.38 The principal risks to surface water result from the run-off from paved areas across the airport. LMA are in the process of implementing a surface water management strategy which includes a range of management and physical controls to guard against discharges to the environment. Since most surface water will ultimately be discharged into Pegwell Bay, LMA recognise the need for detailed monitoring of surface water quality before it is released to the environment. LMA will conduct harmonised proportional sampling of balancing ponds to ensure that consent limits provided by Southern Water are not exceeded. Once the balancing ponds are in operation, LMA will review their spill response procedures to ensure that balancing ponds are isolated in the event of a spill.

5.4.39 De-icants have been identified as a potential risk to the environment. As a result, LMA will ascertain what peak levels of discharge are likely from the use of deicants and in consultation with the Environment Agency, ensure that these fall within any discharge consent. The provision of balancing ponds and the intention to connect all areas of LMA to these ponds in the longer term mean that appropriate measures are being taken to mitigate this risk.

5.4.40 LMA will ensure that all surface water drainage to soakaway occurs outside the inner protection zone of the aquifer and that it can be controlled by conditions that form part of the statutory consent of the agreement.

5.4.41 Accidents pose an additional risk to Pegwell Bay and LMA will ensure that there are effective response procedures to minimise the impact in the event of an accident.

Groundwater

5.4.42 In the Upper Chalk the main mechanism of groundwater flow is through fracture flow via joints and the chalk can therefore be considered as having the potential ability to transfer a wide range of pollutants.

5.4.43 The Gibb (1999) report suggested that the transmissivities within the Upper Chalk may vary considerably because of the changes in lithological characteristics of different horizons within the succession. As such the permeability of these rocks can also be highly variable between locations (which on the whole is governed by the density and interconnectivity of fractures).

5.4.44 The report concluded that the underlying Upper Chalk aquifer has as an intermediate vulnerability to surface contamination. Although the Upper Chalk provides little resistance to mobile contamination, the presence of some Head deposits at the surface, provide a degree of protection against downward infiltration of potential contaminants. The Head deposits cover a significant part of the site and are fine-grained in nature with a low permeability, and have a limited water-bearing capacity. As a result, contaminants are unlikely to penetrate this soil layer.

5.4.45 Environmental risk assessments conducted by Gibb (1999) of a range of legacy pollutants are provided in Appendix 9. These summarise the potential pollutant from the identified Areas of Potential Concern (APC) listed in Chapter 2.

5.4.46 The assessments revealed that most of the areas of potential concern (APCs) did not require immediate attention but two areas of concern were highlighted as a continued priority:

  •  the possible presence of hydrocarbon contamination resulting from the wide scale on site utilisation of fuels

  • the possible presence of unexploded ordnance

5.4.47 The measures presented in this assessment for the management of fuels and chemicals are likely to mitigate any impact from the future use of fuels on site.  LMA will need to continue to place a high priority on the potential for existing hydrocarbon contamination to cause pollution.

5.4.48 Unexploded ordnance on site remains a potential concern and all development must take adequate measures to identify and manage any unexploded ordnance discovered.

5.4.49 These assessments conducted by Gibb identify that the significance of most of these areas of concern are minor and no remediation is required. A number of more significant risks are identified. These refer only to land that might be developed for as housing. No housing is planned in the area. The Gibb report also identifies a number of areas as requiring minor remediation in the event of development for industrial use or redevelopment. LMA should ensure that the necessary remediation is conducted for development that is conducted in any of the identified areas of concern.

5.5 Traffic

5.5.1 Recent studies have suggested that road access to Thanet and Manston has a capacity for predicted growth of traffic in the area of 25% by 2015 and a large growth in traffic to the airport (ADL, 2001). Predicted figures for the growth of traffic along the principal arterial roads into LMA are presented in Table 88 and Table 89.

Table 88: Predicted LDV traffic movements with and without the airport in 2001 and 2010

 

 

A299 12 hour

A299 Daily Peak

A28 12 hour

A28 Daily Peak

A256S 12 hour

A256S Daily Peak

A256N 12 hour

A256N Daily Peak

A256N 12 hour

A256N Daily Peak

2001

Without airport

10068

1260

4259

581

594

62

4781

556

5342

661

2001

With airport

10068

1260

4262

581

596

62

4781

556

5343

661

2010

Without airport

12723

1592

5382

734

751

78

6042

703

6751

835

2010

With airport

18300

2184

6894

895

1312

138

6085

762

6855

901

% increase with the airport in 2010

 

30.5

27.1

21.9

17.9

42.8

43.2

0.7

7.8

1.5

7.3

These figures have been calculated using four separate traffic counts provided by Babtie for each selected route. The figures are reliant on these counts which may not be entirely realistic of actual traffic flows as these will vary temporally. As a result these figures should be

Table 89: Predicted HDV traffic movements with and without the airport in 2001 and 2010

 

A29912 hour

A299 Peak

A2812 hour

A28 Peak

A256S 12 hour

A256S Peak

A256N 12 hour

A256N Peak

B253 12 hour

 B253 Peak

2001 Without airport

1060

99

313

20

602

70

590

63

638

68

2001 With airport

1071

100

313

20

605

70

590

64

638

 68

2010 Without airport

1340

125

396

25

761

88

746

80

806

86

2010 With airport

1405

132

431

43

951

119

753

105

838

117

% increase with the airport in 2010

4.7

5.3

8.2

40.8

20.0

25.6

1.0

24.0

3.7

26.3

These figures have been calculated using four separate traffic counts provided by Babtie for each selected route. The figures are reliant on these counts which may not be entirely realistic of actual traffic flows as these will vary temporally. As a result these figures should be regarded as indicative changes in traffic flows.

5.5.2 Predicted figures for the growth of traffic along the principal arterial roads into LMA have been found to increase by as much as 40% above predicted growth figures for 2010 as a result of the airport. The majority of the increase in traffic will occur along the A299 as a result of passengers arriving by car. The daily traffic levels on this route are expected to increase by 30% between 2001 and 2010. The maximum daily traffic however, is only just over half the conservative capacity for this route.

5.5.3 Other significant traffic impacts are expected to be as a result of the severance of the B2050 within LMA and the impact of airport related traffic using minor roads in the airport vicinity. LMA will work with TDC under supplementary planning policy specified in SPG (1998) to meet the cost of the closure of Manston Road between the western boundary of Manston village and Manston Court Road to private traffic only with allowance for buses and cyclists, in order that the character of the village and safety of the villages be maintained.

5.5.4 LMA will conduct a Transport Impact Assessment to determine the full extent of traffic impacts as a result of the airport development. In addition, LMA will work with TDC to meet the cost of any road closures and ensure that the character and safety of those villages affected is maintained.

5.5.5 LMA will limit construction traffic flow to within reasonable operating hours and ensure that reasonable measures will be taken to avoid temporary severance in access during construction for local residents. Where temporary severance is necessary, LMA will ensure adequate provision is made to allow for, and minimise disruption to, local residents’ access.

5.5.6 The growth and development of LMA will not have any negative impact on existing bus or cycle routes. It is anticipated that future development of the airport will have a positive impact on public transport in the area.

5.6 Noise

5.6.1 Noise from airports can affect a wide area especially under the flight paths and around airports. In the case of LMA, much of the flight path is over the sea or over sparsely populated areas. However, the final stage of the principal approach is over land, and on the easterly approach, over the densely populated town of Ramsgate.

5.6.2 On the basis of predicted air traffic movements, noise contours for 2000, 2001 and 2005 have been produced for LMA by Manchester Airport. These represents noise from aircraft movements only and do not include noise from airport operations.

5.6.3 Although a slight increase in the size of contours occurs between 2000 and 2001 (Maps 19 and 20), it can be seen that there is a substantial reduction in the size of the contours between the 2001 16 hour Leq contours (Map 19) and 2005 contour (Map 21). Areas for a number of these contours have been calculated and are presented in Table 90.

Table 90: Areas of selected noise contours between 2000 and 2005 (km2)

Leq contour

2000

2001

2005

57

8.34

9.79

6.52

63

2.49

2.84

1.93

69

0.90

1.02

0.72

Manchester Airport (2001)

5.6.4 Noise is a major and growing source of pollution. It can interfere with communication, increase stress and annoyance, cause anger at the intrusion of privacy, and disturb sleep, leading to a lack of concentration, irritability, and reduced efficiency (Morris & Therival, 2000, 50). Noise can also affect property values and community atmosphere in addition to causing disturbance to animals.

5.6.5 Noise levels of between 57 Leq and 60 Leq are sufficient to cause low levels of community annoyance (see Table 22, Chapter 3). On the basis of the 2005 noise contours it is clear that a number of urban and residential areas will be subject to annoyance Table 91.

Table 91: Wards in Ramsgate subject to some noise level in 2005

Ward

Anticipated noise level (Leq)

Proportion of ward affected Population

density of ward (people per ha)

Southwood

Less than 63

Only the northern most part of the ward will be affected, mostly by the 60 Leq contour. Only northern most part of Cliffs End to the north of the A299 will fall within the 63 Leq. This area is entirely industrial.

The north easterly part of the ward will fall within the 54 Leq.

13.48

St Lawrence

Less than 60

Only a small proportion of St Lawrance will be affected by the 60 Leq including all or parts of the following streets:
- Derwent Avenue
- Borrowdale Avenue
- Grasmere Avenue
- Coinston Avenue
- Thirlmere Avenue- Langdale Avenue
- Eskdale Avenue
- Rydal Avenue

The remaining south easterly part of the ward will fall within the 57 Leq.

10.32

Central Westcliff

Less than 57

A small proportion of the northern part of Central Westcliff

46.2

Central Eastcliff

Less than 54

A very small area of the central west part of Central East Cliff

79.49

Newington

Less than 57

A small part of the south west corner of Newington will be affected.

38.25

 

5.6.6 Closer to the airport, noise levels will cause moderate annoyance to residents.

However, the density of residential areas in the rural area in the locality of the

airport is substantially lower than in the Ramsgate area.

Table 92: Wards in rural wards subject to some noise level in 2005 as a result of LMA

Ward

Anticipated noise level* (Leq)

Proportion of ward affected Population

density of ward (people per ha)

Minster Parishes

69

 Only the area directly around the runway perimeter will be subject to noise levels of 69 Leq. The 63 Leq will cover the Mount Pleasant roundabout, but no residential housing has been identified as being affected within this contour.

1.76

Thanet Parishes

60

 Only a small part of the central eastern area of the parish will be affected by the 60 Leq. No identified residential housing has been identified within this contour.

0.66

*These levels exclude noise levels actually within LMAs boundary.

5.6.7 Noise levels for 2001 are generally worse than those predicted for 2005. Levels are reduced in 2005 as a result of improvements in aircraft design. A list of assumptions used in this modelling by Manchester Airport is provided in Appendix 3.

5.6.8 World Health Organisation general environmental criteria suggest that 45 Leq is a night time limit for the restorative process of sleep. However, research on the effect of night noise, whilst finding very little effect on sleep indicated that below outdoor noise levels of 90db (A) aircraft noise events are most unlikely to cause any measurable increase in the overall rates of sleep disturbance experienced during normal sleep" (DT, 1992). This evidence suggests that aircraft noise is unlikely to have a detrimental impact on residents, particularly young children who are likely to be night sleeping before airport operations end each day at 2300 hours. In support of this, TDC has specified that noise will not be a determining factor in planning applications where noise levels reach up to 57 Leq.

5.6.9 TDC deposit planning policy states that "between 57 Leq and 63 Leq noise will be taken into account in determining applications, and where appropriate conditions will be imposed to ensure adequate protection against noise."

5.6.10 A number of hospitals and schools may be sensitive to noise from aircraft landing and taking off from LMA. Map 24 provides an indication of the numbers of schools and hospitals that fall close to and within the 54 Leq contour in 2005. The WHO identifies that the 55 Leq is a limit to preventing significant community annoyance. This limit is an outdoor level and it is unlikely that schools and hospitals located between 54 Leq and 57 Leq will in fact suffer disruption from daily activities of the airport. However, further investigation should be conducted by TDC as the airport develops.

5.6.11 None of the local sites of nature conservation interest have any recorded sensitivities that are likely to be affected by noise, since all species of interest are herbs, grasses and lichens. However, birds using the intertidal habitats in Pegwell Bay for example, may well be disturbed by the levels of noise from aircraft landing and taking off.

5.6.12 LMA will adopt measures as specified in a Section 106 agreement between LMA and TDC to mitigate the impact of noise on local residents. These measures apply to residents who live within the 63 Leq contour for the period 2000/2001. The 2001 contour identifies that a small part of the residential area of St Lawrence fall within this contour. In addition a number of management controls will be applied to airport operations to limit noise impacts these include

  • restrictions on night-time flying

  • general noise limitations

  • implementation of dwelling insulation scheme

  • use of preferred departure runway

  • use of noise abatement routes

  • use of noise monitoring terminals

5.6.13 LMA will continue to improve wherever practicable noise abatement procedures and agree maximum noise levels for aircraft movements which, taking account of the introduction of new quieter aircraft, will produce reductions in the noise impact for individual aircraft. In addition, LMA will require that aircraft should on approach be required to adhere to ‘continuous descent approaches’ from 6,000 ft, to avoid variations in noise volumes subject to air traffic control requirements.

5.6.14 It is expected that ground noise from the airport itself will impact upon local villages. No prediction of noise from this source has been conducted in this assessment, and it is proposed that LMA give careful consideration to the airport layout and how this can reduce the local noise impacts of day to day operations. In addition, it is proposed that measures should be taken over time to ensure that the significance of noise from ground activities is reduced either through the provision of physical noise controls or the movement of noisy activities away from noise sensitive areas. Finally, it is proposed that complaints about noisy ground activities should be included in a noise complaint measurement system.

5.6.15 Engine testing will have some impact on the locality and LMA is expected to meet restrictions set out in the Section 106. These restrictions require LMA to test engines only within certain hours during the day, to locate the testing area in a location that will minimise disturbance and to restrict the actual numbers of testing events at certain times of the day and night. It is proposed that in addition testing be conducted within a purpose built noise barrier to reduce the effects on nearby properties. Once this barrier has been established a noise assessment should be conducted to ensure that maximum noise levels do not exceed those agreed (Section 106). Noise from engine testing is expected to reduce in the future due to the phasing out of old aircraft and their replacement by newer, quieter types.

5.6.16 Noise from road traffic may have an impact on residents living adjacent to arterial routes into LMA. LMA will ensure that its Green Transport Strategy will seek to reduce any noise impacts from increased traffic levels as a result of the airport.

5.6.17 Noise from construction activities has not been examined in depth in this assessment since detailed plans for proposed development have not been drawn up. However, examples of noise levels from various construction equipment given an indication of noise levels directly adjacent to construction activities. It is recommended that management measures be established and good working practices maintained during construction activities to minimise noise pollution.

Table 93: Examples of typical sound levels from construction equipment

Type of equipment

Sound level, in dB(A), at 7m

Unsilenced pile-driver

110

Unsilenced truck scraper, grader

94

Unsilenced pnuematic drill

90

Unsilenced compressor

85

Concrete breaker

85

Crane

85

Unsilenced generator

82

Sound reduced compressor

70

(Morris & Therival, 2000)

5.6.18 Studies to assess the cost of noise from aircraft have recently been conducted. Tinch and Schipper (1998 cited from DETR, 2000) have tried to identify ‘consensus’ values for Noise Sensitivity Depreciation Index (NSDI) which provides a measure of the percentage change in house prices associated with a unit change in noise quantity measured in dBA Leq (16 hour daytime). They found figures ranged between 0.5% and 1% per dBA. In other words a 1dBA Leq rise in the quantity of noise is likely to reduce house prices by 0.5-1%. The noise contours published for this assessment identify that noise levels between 2001 and 2005 will improve and not get worse. On the basis of Tinch and Schipper (1998), it is not anticipated that there will be any negative impact on house prices. More detailed assessment of changes in noise levels beyond 2005 will provide an indication of whether house prices beyond 2005 will be affected by the airport.

5.6.19 Noise assessment has not been conducted beyond 2005 at the advice of Manchester Airport. It is suggested that given the anticipated changes in technology and the consequential impact in reducing noise levels, such an assessment would not be worthwhile. However recent studies suggest that integrated noise reduction technology advancements covering engine, airframe and operational developments is forecast to reduce noise from future aircraft in the next 10 to 15 years by 10dB relative to Chapter 3 aircraft (ADL, 2001).

CONTINUE