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Corby Energy Recovery Facility
Environmental Statement (June 2016)
Volume 3: Non-technical Summary
Clean Power Properties Ltd
CONTENTS
Introduction 1
Site Location 2
Development Description 3
Site Layout 4
Development Programme & Construction 5
Transport and Access 6
Air Quality and Odour 7
Noise and Vibration 8
Townscape and Visual Amenity 9
Ecology and Nature Conservation 10
Water Quality, Hydrology and Flood Risk 11
Soils, Geology and Contaminated Land 12
Site Waste Management 13
Archaeology and Cultural Heritage 14
INTRODUCTION
This document provides a non-technical summary of the
findings of the Environmental Statement (ES), which has
been prepared on behalf of Clean Power Properties Ltd to
accompany a planning application for the redevelopment of
land at Willowbrook East Industrial Estate, Shelton Road,
Corby, Northamptonshire, NN17 5XH.
The Proposed Development is a bespoke Energy Recovery
Facility that has been designed primarily to recover energy
from pre-prepared Refuse Derived Fuel (RDF) but is capable
of recovering available resources from mixed solid waste
feedstocks through an on-site fuel preparation plant should
sufficient RDF not be available at any time. Any segregated
materials from the fuel preparation plant will be sent off site
for recycling, or disposal where appropriate and residual
material from the process will then be transferred into the
fuel store for the gasifiers.
The Proposed Development provides a single treatment
facility for solid wastes which would otherwise be destined for
landfill or mass-burn incineration.
The Proposed Development will process up to 195,000
tonnes of waste . All activities will be enclosed in buildings
operated under negative pressure to mitigate potential odour
and noise impacts.
1
The ES identifies and records the results of the
Environmental Impact Assessment (EIA) undertaken to
examine the impacts of the Proposed Development. The
assessment examines the construction and operational
phases of the Proposed Development and considers the
environmental impacts the development will have on a
range of topics.
The ES suggests a range of measures to mitigate the
identified effects and, where opportunities exist, to
introduce improvement measures.
SITE LOCATION
The Site is located within the Willowbrook East Industrial
Estate, Shelton Road, Corby, Northamptonshire, NN17
5XH. The Site is located approximately 2.2km
north‐east of Corby Town Centre at National Grid
Reference (NGR) 490910, 290830.
The Site is located in a predominantly light industrial
setting with the following activities around the Site:
• NORTH – A watercourse, known as Willow Brook
North Arm, with green space beyond. Rockingham
Speedway and associated facilities are located
beyond and to the north-east and north‐west.
• EAST – Shelton Road, in an approximate north to
south orientation, with light industrial properties and
unoccupied land beyond.
• SOUTH – Light industrial style properties.
• WEST – Car/vehicle storage area.
The majority of the Site is currently utilised as a car
storage area (i.e. tarmac roads with gravelled areas)
bounded with palisade fencing with the northern
elevation of the Site utilised for landscaping and as a
buffer from the adjacent watercourse.
Access to the Site is via Shelton Road on the western
elevation of the Site. The topography of the car storage
area is relatively flat lying at approximately 106m Above
Ordnance Datum (AOD).
2
The Proposed Development is a bespoke Energy
Recovery Facility that has been designed primarily to
recover energy from pre-prepared Refuse Derived Fuel
(RDF) but is capable of recovering available resources
from mixed solid waste feedstocks through an on-site
fuel preparation plant should sufficient RDF not be
available at any time.
Any segregated materials from the fuel preparation plant
will be sent off site for recycling, or disposal where
appropriate and residual material from the process will
then be transferred into the fuel store for the gasifiers.
The Proposed Development provides a single treatment
facility for solid wastes which would otherwise be
destined for landfill or mass-burn incineration.
The Proposed Development will process up to 195,000
tonnes of waste. All activities will be enclosed in buildings
operated under negative pressure to mitigate potential
odour and noise impacts.
3
DEVELOPMENT DESCRIPTION
Three gasification plant systems will gasify the fuel in a
reduced oxygen environment and convert it to synthesis
gas (‘syngas’). Gasification. The syngas is then
combusted to produce heat in an efficient process in three
boilers which heat water to produce superheated steam.
The steam from the boilers then passes into one steam
turbine and generator set which efficiently coverts the heat
energy in the steam into electricity which is then exported
to the grid, less any electricity that is used in the operation
of the plant. The gross electricity production is expected to
be c16.4 MW.
Steam or hot water can also be extracted for district
heating purposes.
The process will be regulated by an Environmental Permit
from the Environment Agency which will strictly control the
operation of the facility.
The proposed site layout is illustrated on the following
page.
SITE LAYOUT
4
DEVELOPMENT PROGRAMME AND CONSTRUCTION
5
The duration of construction will be approximately 18
months. The construction effects of the Proposed
Development would be managed through the
development of a project and site-specific Environmental
Management Plan (EMP). The EMP would be agreed
with the Local Authority and other relevant bodies prior
to the commencement of works, which as a minimum
would comply with the mitigation measures, set out
within the Environmental Statement.
The EMP would outline methods for contractor and
general public liaison, hours of work, methods to deal
with complaints and outline management practices to
control dust, traffic and access, waste, water resources,
ecological and archaeological effects, ensuring a high
level of control throughout the construction works.
The procedures within the EMP would ensure the
delivery of a high level of environmental control
throughout the construction phase, thereby minimising
the potential for adverse effects.
TRANSPORT & ACCESS
6
The Transport Assessment (TA) has been prepared
alongside a Transport Implementation strategy, comprising
a Staff Travel Plan (STP) and a Delivery & Servicing Plan
(DSP), which together provide the opportunity to reduce
staff dependence on travel by private car and seek to
influence all travel to and from the Site rather than merely
assessing its impact.
The Site has a good level of accessibility by sustainable
modes of travel. Residential wards within 2km lie within
walking distance of the Site and there are no barriers to
walking. A wider residential catchment can be reached by
bicycle using dedicated cycle facilities and lightly trafficked
residential roads. The Site also has good access to bus
services. There are anticipated to be further improvements
to the existing facilities as part of the on-going Priors Hall
Development. The Site is clearly well placed to promote
travel by sustainable modes of transport.
The internal layout of the Proposed Development has
been designed to allow for all vehicles to enter and leave
the Site in a forward gear and to prevent any queuing on
the public highway.
The transport impact of the Proposed Development is
determined by a comparison of the trips that might
realistically be generated by the existing uses, and the
Proposed Development. The DSP promotes
consolidation of vehicle usage but for a robust
assessment the TA assumes that all delivery vehicles
depart empty and all collection vehicles arrive
empty. Even taking account of the effect of these very
robust assumptions, the development would still result in
only nominal changes in traffic movements when
compared to the extant car storage use on the Site. The
changes to the local highway network would be less than
daily variation and would have no effect on highway
capacity or safety.
This assessment shows that even taking worst case
assumptions the Proposed Development would have a
neutral effect on the highway network and a neutral effect
on the remainder of the transport network
AIR QUALITY AND ODOUR
7
An air quality assessment has been undertaken to
determine potential impacts arising from the construction
and operation of the Proposed Development.
The Site does not fall within an Air Quality Management
Area (AQMA) and background pollutant concentrations
are below relevant objectives in the immediate area.
A qualitative assessment of the impact of dust generating
activities during the construction phase has been carried
out and has concluded that construction related effects
are predicted to be negligible.
Detailed air quality modelling has been undertaken to
predict the impacts associated with stack emissions from
the process. Maximum off-site process concentrations
are predicted to be negligible at all receptor locations.
Emissions associated with operational traffic flows
associated with the Proposed Development have also
been identified as negligible.
Odour impacts associated with the Proposed
Development will be minimised by the design of the
facility, abatement plant and the implementation of an
Odour Management Plan. Residual impacts from odour
are considered to be negligible at all receptor locations.
NOISE & VIBRATION
8
The noise and vibration assessment has considered the
noise and vibration effects of the Proposed
Development; specifically the effects of existing
conditions on the development and the effects of noise
and vibration generated by the Proposed Development
on surrounding properties, during both construction and
operational phases.
The assessment has been based on a series of
environmental noise measurements undertaken at the
Site and noise predictions to identify any noise impacts
that are likely as a result of the construction and
operation of the Proposed Development.
During the construction phase of the development,
there is likely to be a negligible effect on nearby
receptors and although the construction works are
temporary by their very nature, mitigation measures
have been formulated to minimise the noise
disturbance. With appropriate mitigation in place the
significance of effects will be negligible at all existing
and proposed receptors.
During the operational phase of the development, the
noise impacts will have a negligible effect on existing
residential receptors due to the appropriate design and
mitigation of the buildings.
TOWNSCAPE & VISUAL AMENITY
9
The townscape and visual impact assessment
methodology has considered the sensitivity, magnitude of
change and significance of the Proposed Development
during construction and operation on the townscape and
resources, and visual amenity.
In terms of townscape, the Site is well suited for the
Proposed Development, occupying allocated brownfield
land adjacent to an industrial estate in an urban fringe
location. There are no designated landscapes,
Conservation Areas, Listed Buildings or Scheduled
Monuments nearby. The potential visibility of the stack
from the grounds of the Grade I listed Kirby Hall, which
lies 2.5 km to the northeast, has been assessed. Digital
visualizations indicate that the stack will remain below the
horizon, even when viewed from the upper windows of
the hall. The Site is already well screened from its
surroundings and this will also apply to the Proposed
Development, although the stack will be a noticeable
addition to the skyline from some local viewpoints within
the urban area.
The Proposed Development provides an opportunity to
establish a more structured and organised use of the
Site, which will be beneficial in terms of townscape.
Visual impacts during construction will be relatively short
in duration, well shielded by existing industry and
planting, and of no greater than a negligible negative
significance.
A native hedgerow will be planted along the south and
west boundary to provide some screening and establish a
wildlife corridor. The existing tree cover to the north and
east will be retained. The Proposed Development will
have no significant adverse effects on visual amenity
within this industrial area and even glimpsed views of the
stack will be seen in the context of other stacks and tall
industrial structures in the vicinity.
ECOLOGY AND NATURE CONSERVATION
10
The Site currently comprises a large car storage facility with
a thin strip of grassland in the north of the Site, with scrub
and trees present along the eastern Site boundary. There
are no Statutory Designated Sites present within the desk
study search radius (2km).
Potential effects on the Nene Valley Nature Improvement
Area and the un-named Potential Wildlife Site are
associated with runoff, dust and lighting created during the
construction and operational phase. These will be mitigated
to a negligible level.
The effect on bats is associated with potential loss of
foraging/commuting through the increased light spill on-site.
This effect will be mitigated to a negligible level. The effect
on reptiles is associated with the potential for accidental
damage to suitable on-site habitats during construction
works. This effect will also be mitigated to a negligible level.
The effect on Great Crested Newts (GCN) is associated
with the potential for accidental damage to suitable on-site
habitats and killing/injury of GCN during construction works.
These effects will be mitigated to a negligible level.
The effect on Badgers is associated with the potential for
accidental damage to suitable on-site habitats. This effect
will be mitigated to a negligible level. To ensure legal
compliance with The Protection of Badgers Act, a survey for
active setts within 30 metres of all Proposed Development
activities is proposed prior to commencement of
construction works.
Additional enhancement measures will include creating a
set-aside grassland area, a pond, the installation of artificial
reptile and GCN hibernacula and the creation of a native
species-rich boundary hedge.
The Water Quality and Hydrology assessment considers the
potential effects of the Proposed Development on the water
environment in the local area. The key considerations
consist of the potential effects on the Willow Brook North
Arm, the underlying groundwater, flood risk and water
demand.
The Willow Brook North Arm is currently recorded as having
a moderate ecological status and this is predicted to
improve to good by 2027. The key potential effect relevant
to the Willow Brook North Arm and the underlying
groundwater is the risk of remobilising contamination
potentially present on the Site during the construction
period. In order to verify contamination conditions, a
comprehensive intrusive investigation will be undertaken
prior to construction. The findings of the investigation will
be reported to the Local Authority and a strategy for dealing
with any contamination will be prepared and agreed with the
Local Authority. It is considered that it will be possible to
eliminate or minimise all significant pollution linkages to an
acceptable level as part of this mitigation procedure.
Further potential effects during the construction and
operation of the Proposed Development include
contamination arising from general construction activities or
through routine Site drainage. Mitigation has therefore
been recommended in the preparation of (and adherence
to) a Construction Environmental Management Plan
(CEMP). With this implemented, the risk of contamination
to surface water and groundwater will be minimised.
WATER QUALITY, HYDROLOGY & FLOOD RISK
11
The Site is not located within floodplain and, therefore,
there is little or no risk of the Site flooding from rivers or the
sea. The Site is also not vulnerable to flooding from
groundwater, sewers or reservoirs.
Potential effects relevant to flood risk are associated with
managing surface water runoff from the Site. The Proposed
Development will not increase the rate of runoff and,
therefore, will not result in an increase in risk. However, in
line with current policy, runoff will be managed to provide an
overall betterment compared to the current land use.
The proposed foul sewerage loading is considered to be
minor and is therefore not anticipated to adversely affect
local treatment work capacity and/or associated
infrastructure.
In summary, given the location and nature of the nearest
sensitive receptors, the overall environmental effect of the
Proposed Development in relation to water quality and
hydrology following implementation of the proposed
mitigation measures is considered to be negligible.
SOILS, GEOLOGY & CONTAMINATED LAND
12
It is considered that the migration of compounds off-site is
highly unlikely due to the presence of the low permeability
boulder clays and the low solubility of the contaminants.
The remediation of the Site in 2000-2001 was designed to
reduce infiltration and direct any rainwater or runoff into
the dedicated subsurface drains and surface water
systems. Remediation involved the reworking and
levelling of the Site, with validation samples taken of the
surface soils to confirm soil concentrations were below
the acceptable concentrations, prior to capping with
imported crushed natural stone. Venting of any
underground gasses was facilitated by construction of
perimeter granular trenches.
In order to verify contamination conditions, a
comprehensive intrusive investigation will be undertaken
prior to construction. The investigation will include an
assessment of land gas conditions at the Site, with gas
monitoring undertaken over an appropriate period of time.
The findings of the investigation will be reported to the
Local Authority and a strategy for dealing with any
contamination and/or ground gas identified will be
prepared and agreed with the Local Authority.
It is considered that it will be possible to eliminate or
minimise all significant pollutant linkages to an acceptable
level with appropriate (localised) remediation.
The Soils and Geology assessment considers the historical
and current use of the Proposed Development site with
respect to the potential for existing land pollution
(contaminated land). It details the findings of a desk-based
environmental study of the Site and considers the potential
impacts of disturbance of the soils on the Site associated
with the Proposed Development. It also considers the
potential for contamination to arise from the Proposed
Development.
The Site once formed part of a larger area of Corby
involved in ironstone quarrying, associated with the
steelworks and coke production. The Site itself had been
previously worked for Northampton Ironstone using
opencast methods during the 1920/30s. Over some of the
Site sludge lagoons were formed in the depression left by
the ironstone workings.
The Site has been subject to numerous intrusive
investigations between 1983 and 1996. The 1996
investigation by Frank Graham Consulting Engineers
concluded that the Site is of low sensitivity to the
transmission of pollutants arising from the steelworks
waste. The identified source of contaminants on the Site
was the former sludge lagoons which contained elevated
concentrations of heavy metals (primarily Zinc), occasional
elevated concentrations of lead and high sulphur/sulphate
concentrations.
SITE WASTE MANAGEMENT
13
The facility will process up to 195,000 tonnes of waste per
annum through the gasification process in order to
generate Syngas which will result in the export of
electricity.
The gasification plants largest waste stream will be bottom
ash. Any ash produced by the gasification plant will be
used off site as a secondary aggregate material (i.e.
recycled). Air Pollution Control (APC) residues from the
emissions abatement system will be removed off-site for
either landfilling and/or recycling (where possible).
Rejected input waste streams are estimated to be in the
region of 1,500 tonnes per annum. Any rejected loads will
be sent for landfilling.
The main waste water stream once the Site is operational
will be sanitary wastewater from the toilet blocks,
washrooms and catering facilities associated with the
plant. The plant will require a permit to operate from the
Environment Agency (EA). As part of the permit
application process the EA will require the operator to
demonstrate that all wastes generated will be recycled, as
far as is practicable, and that wastes are handled in
accordance with best available techniques (BAT). In
addition, it will be necessary for the Operator to satisfy the
EA that their proposed techniques for collecting, handling
and storing waste materials will be adequately controlled.
During the construction phase demolition rubble and
excavated soils will be generated. Sustainable solutions
will be implemented to enable, as far as applicable, the re-
use of waste materials and avoidance of landfill disposal.
ARCHAEOLOGY AND CULTURAL HERITAGE
14
An assessment of the effects of the Proposed
Development on Archaeology and Cultural Heritage has
been carried out. This has established that Roman and
Saxon archaeological remains have been discovered
approximately 800m to the east.
Between the 18th and the early 20th centuries the Site
was under agricultural land either side of a watercourse
which demarcated the boundary of the historic parishes
of Deene to the north and Weldon to the south. In the
18th and 19th centuries this land was probably farmed by
the occupants of a farmstead directly to the north-west.
However, the Site was quarried in the 1940’s and this
would have removed evidence for any associated
buried archaeological remains.
Designated heritage assets are present in the wider
vicinity the nearest of which is the Grade II listed
Weldon Lodge approximately 750m to the east. The
historic significance of the settings of these
designations will be unaffected due to their distances
from the Site and intervening development.