non-technical design perfume factory... · 2018-07-20 · 2.4.2 the surrounding area is mostly a...
TRANSCRIPT
DESIGN & ACCESS STATEMENT
June 2017
NON-TECHNICAL SUMMARY
June 2017 Volume 1: Environmental Statement
Volume 2: Appendices
Non-Technical Summary
i
PREFACE
Essential Living (North Acton) Ltd is proposing a phased, mixed-use redevelopment of The
Perfume Factory site. The development will provide approximately 390 residential units.
RSK Environment Limited has been commissioned by Essential Living (North Acton) Ltd to
undertake an environmental impact assessment of the proposed scheme. This non-technical
summary reports the findings of environmental assessments undertaken during the development
of the proposed scheme.
A copy of the Environmental Statement, together with a non-technical summary outlining the
information provided in the Environmental Statement, has been deposited at the location
indicated below and will be available for inspection during normal opening hours.
Hard copies of the Environmental Statement are subject to a charge of £250 and are available on
written request from
Mrs Alex Osborn
RSK
18 Frogmore Road
Hemel Hempstead
HP3 9RT
Hard copies of the non-technical summary are available free of charge. A digital version of the
Environmental Statement on CD-ROM can be obtained for a fee of £25.
Deposit locations:
Ealing Customer Services,
Perceval House,
14/16 Uxbridge Road,
Ealing W5 2HL
Expressions of support, representations or opinions should be sent to:
Barry Coltrini
Essential Living
30 Monck Street
London SW1P 2AP
E-mail: [email protected]
Website: www.theperfumefactory.info
ii
CONTENTS
PREFACE ................................................................................................................................................ I
1. INTRODUCTION .......................................................................................................................... 1-1
1.1 Background to proposed development ................................................................................ 1-1
2. OVERVIEW OF EXISTING ENVIRONMENT ............................................................................... 2-1
2.1 Location and history ............................................................................................................. 2-1
2.2 Landform and topography .................................................................................................... 2-1
2.3 Settlement and transportation pattern .................................................................................. 2-1
2.4 Land use ............................................................................................................................... 2-2
2.5 Hydrology ............................................................................................................................. 2-2
2.6 Socio-economics .................................................................................................................. 2-2
3. AIR QUALITY ............................................................................................................................... 3-1
3.1 Introduction ........................................................................................................................... 3-1
3.2 Scope and methodology ....................................................................................................... 3-1
3.3 Predicted impacts ................................................................................................................. 3-1
3.4 Mitigation .............................................................................................................................. 3-2
Construction Phase Mitigation ...................................................................................................... 3-2
Operation Phase Mitigation .......................................................................................................... 3-2
4. ARCHAEOLOGY AND CULTURAL HERITAGE ........................................................................ 4-1
4.1 Introduction ........................................................................................................................... 4-1
4.2 Scope and methodology ....................................................................................................... 4-1
4.3 Predicted impacts ................................................................................................................. 4-2
4.4 Mitigation .............................................................................................................................. 4-2
Construction Phase Mitigation ...................................................................................................... 4-2
Operation Phase Mitigation .......................................................................................................... 4-3
5. DAYLIGHT AND SUNLIGHT ....................................................................................................... 5-4
5.1 Introduction ........................................................................................................................... 5-4
5.2 Scope and methodology ....................................................................................................... 5-4
5.3 Predicted impacts ................................................................................................................. 5-4
6. FLOOD RISK AND DRAINAGE .................................................................................................. 6-5
6.1 Introduction ........................................................................................................................... 6-5
6.2 Scope and methodology ....................................................................................................... 6-5
6.3 Predicted impacts ................................................................................................................. 6-5
6.4 Mitigation .............................................................................................................................. 6-5
6.5 Summary of effects............................................................................................................... 6-6
7. GROUND CONDITIONS AND CONTAMINATION ..................................................................... 7-7
Introduction ................................................................................................................................... 7-7
7.2 Scope and methodology ....................................................................................................... 7-7
7.3 Predicted impacts ................................................................................................................. 7-7
7.4 Mitigation .............................................................................................................................. 7-7
7.5 Summary of effects............................................................................................................... 7-8
8. NOISE ........................................................................................................................................... 8-9
8.1 Introduction ........................................................................................................................... 8-9
8.2 Scope and methodology ....................................................................................................... 8-9
8.3 Predicted impacts ................................................................................................................. 8-9
8.4 Mitigation ............................................................................................................................ 8-10
iii
Construction Phase Mitigation .................................................................................................... 8-10
Operation Phase Mitigation ........................................................................................................ 8-10
9. SOCIO-ECONOMICS ................................................................................................................. 9-11
9.1 Introduction ......................................................................................................................... 9-11
9.2 Scope and methodology ..................................................................................................... 9-11
9.3 Predicted impacts ............................................................................................................... 9-11
9.4 Mitigation ............................................................................................................................ 9-12
10. TOWNSCAPE AND VISUAL IMPACT .................................................................................... 10-13
10.1 Introduction ....................................................................................................................... 10-13
10.2 Scope and methodology ................................................................................................... 10-13
10.3 Predicted impacts ............................................................................................................. 10-14
10.4 Mitigation .......................................................................................................................... 10-17
Construction Phase Mitigation .................................................................................................. 10-17
Operation Phase Mitigation ...................................................................................................... 10-17
11. TRANSPORT AND TRAVEL PLANNING ............................................................................... 11-18
11.1 Introduction ....................................................................................................................... 11-18
11.2 Scope and methodology ................................................................................................... 11-18
11.3 Predicted impacts ............................................................................................................. 11-19
During construction ................................................................................................................... 11-19
Once operational ...................................................................................................................... 11-19
11.4 Mitigation .......................................................................................................................... 11-19
Construction Phase Mitigation .................................................................................................. 11-19
Operation Phase Mitigation ...................................................................................................... 11-19
12. WIND ASSESSMENT .............................................................................................................. 12-21
12.1 Introduction ....................................................................................................................... 12-21
12.2 Predicted impacts ............................................................................................................. 12-21
12.3 Mitigation .......................................................................................................................... 12-21
13. CUMULATIVE EFFECTS ......................................................................................................... 13-22
13.1 Introduction ....................................................................................................................... 13-22
13.2 Committed developments ................................................................................................. 13-22
13.3 Mitigation .......................................................................................................................... 13-25
13.4 Summary of effects........................................................................................................... 13-27
1-1
1. INTRODUCTION
1.1 Background to proposed development
1.1.1 Essential Living (North Acton) Ltd (hereafter ‘the applicant’) is proposing a mixed-use
redevelopment of the Perfume Factory, North Acton.
1.1.2 The proposed development is a mixed-use redevelopment of The Perfume Factory site. The
development will provide 3 No. residential buildings between 12 and 25 storeys in height to
provide 390 residential units (mix of studio, 1 bed, 2 bed and 3 bed flats) and 1403 sq.m of
flexible A1/A2/A3/A4/A5/B1/D1/D2 floorspace; the provision of public open space, roof top
amenity space, landscaping, car and cycle parking, and refuse storage.
1.1.3 The specialist environmental assessment and ES chapters have been prepared by the
following companies:
CgMs Consulting (Planning Consultants and Archaeology and Cultural Heritage)
GVA Schatunowski Brooks (Sunlight and Daylight Assessment)
Robert Bird and Partners (Flood Risk and Drainage)
Peter Stewart (Townscape)
Peter Brett (Transport and Socio-Economics)
RWDI Wind Engineers (Wind Assessment)
RSK (Air Quality, Ecology, Geoscience and Noise)
2-1
2. OVERVIEW OF EXISTING ENVIRONMENT
2.1 Location and history
2.1.1 The site is characterised by the mix of uses surrounding the site, which include offices,
residential and student accommodation, large areas of industrial estate and the Gypsy
Corner Gyratory, which dominates the local area with heavy traffic flows. The A40 Western
Avenue passes through North Acton, south of the site, which is a major route into Central
London and carries a large number of vehicles.
2.1.2 The site is located on the north-eastern corner of the gyratory, with frontage onto Victoria
Road.
2.1.3 The site is currently used for office accommodation, housed in two buildings formerly used
as a perfume factory. There are a total of 45 car parking spaces. There are two vehicular
access points located along the Victoria Road frontage, both of which are simple priority
junctions.
2.2 Landform and topography
2.2.1 The site is underlain by a thick sequence of the London Clay Formation, extending to depths
in excess of 70.0mbg and overlain by variable depths of made ground attributable to
historical phases of development. The London Clay Formation is not classified as an
aquifer.
2.2.2 No surface watercourses or features have been identified within a 1km radius of the site.
2.2.3 Desk based investigation works have identified a number of potential sources of
contamination relating to former chemical storage and fuel tanks, the presence of made
ground deposits and a number of off-site sources relating to various industrial premises and
a nearby in-filled pond.
2.2.4 Site investigation works have identified the presence of elevated concentrations of Lead and
several PAH compounds (Benzo(a)pyrene and Dibenzo(ah)anthracene) within the shallow
made ground. In addition, samples of the shallow Made Ground were also found to contain
asbestos containing materials. Investigation works also encountered negligible
concentrations of methane, together with marginally elevated concentrations of carbon
dioxide (maximum of 3.9%) and a detectable flow rate (0.3l/hr).
2.3 Settlement and transportation pattern
2.3.1 The A40 passes to the south of the site and is a major dual carriageway radial route into
Central London. It forms part of the Transport for London Road Network (TLRN) managed
by TfL. The southern section of Victoria Road forms part of the Gypsy Corner Gyratory,
which provides access to and from the A40. The gyratory includes Victoria Road, Portal
Way, Wales Farm Road and A40 Western Avenue. With the exception of the A40, the
gyratory is a two lane one-way route that circles a major office building occupied by
Carphone Warehouse, a hotel and some small commercial units.
2-2
2.3.2 The section of Victoria Road along the frontage of the site leads northwards and westwards
from a signal controlled junction with Wales Farm Road. Both of these sections of Victoria
Road are two-way.
2.3.3 North Acton Underground Station is the closest station to the site. It is easily accessible on
foot, approximately 150m from the site boundary, via the signal controlled pedestrian
facilities at the junction of Victoria Road and Wales Farm Road.
2.4 Land use
2.4.1 The current buildings within the site are utilised as office and commercial space with the
remainder of the site used for car parking. The buildings within the site proposal were
previously utilised as a perfume factory.
2.4.2 The surrounding area is mostly a mix of industrial buildings.
2.5 Hydrology
2.5.1 The site is not located within a designated source protection zone. It is underlain by clay to
considerable depth, which prevents the movement of contaminants to the deep aquifers.
2.5.2 There are no ponds, streams or other watercourses within close proximity to the site. The
closest waterbody is the Grand Union Canal, which is approximately 1km north of the site.
The site does not lie within the floodplain.
2.6 Socio-economics
2.6.1 The site is surrounded by a mix of business, hotel and residential uses. The Southern
Gateway, within which the site is located, is bordered by the Park Royal employment area to
the north, residential areas to the south, and the A40 and rail lines. Old Oak Common
Railway Depot, which is located to the east of the site, has been identified for
redevelopment to provide a direct interchange between HS2, Crossrail and the Great
Western Main Line.
2.6.2 Data provided by the client suggests that the existing employment floorspace on the site is
occupied by businesses that currently provide 207 jobs. It is assumed that these jobs will
either be relocated elsewhere, when business leases expire, or they will be accommodated
in new space on site after the construction phase has been completed.
3-1
3. AIR QUALITY
3.1 Introduction
3.1.1 This section reviews the existing air quality conditions at the proposed development site
and assesses the air quality impacts of the proposed development with respect to air quality
standards and objectives, national planning policy guidance and local policies.
3.2 Scope and methodology
3.2.1 The construction phase air quality impacts were assessed in accordance with the
guidance documents published by the Institute of Air Quality Management (IAQM) and
the Greater London Authority (GLA) dust Supplementary Planning Guidance (SPG). In
order to assess the potential impacts, construction activities are divided into four types:
Demolition;
Earthworks
Construction; and
Trackout.
3.2.2 An assessment of operational impacts of road traffic and building plant emissions has
been undertaken using the latest version of the ADMS-Roads atmospheric dispersion
model. Concentrations of the key pollutants (NO2, PM10, PM2.5 and CO) were predicted
at the most relevant receptor locations for the base year 2015, and for the year 2021
with and without the proposed development in place (including cumulative
developments). The air quality impacts of the proposed development on existing
receptors and the impact of future local air quality on the proposed development
receptors have been assessed.
3.3 Predicted impacts
3.3.1 Construction phase impacts of the proposed development on local air quality may have
the potential to occur, due to dust emissions during the period of construction. A dust
management plan (DMP) incorporating best practice mitigation measures outlined in the
best practice guidance developed by the GLA and London Councils will be adopted as
appropriate during the construction works, and a significant effect is not anticipated.
3.3.2 The proposed development is predicted to have a ‘negligible’ air quality impact with
respect to annual mean NO2, PM10 and PM2.5. Therefore, the air quality effect of the
development on local air quality may be considered not significant.
3.3.3 The predicted air quality impact on future proposed receptors is ‘negligible’, with
reference to the EPUK-IAQM guidance. Therefore, the effect may be considered not
significant.
3-2
3.4 Mitigation
Construction Phase Mitigation
3.4.1 The dust emitting activities outlined above can be effectively controlled by appropriate
dust control measures and any adverse affects can be greatly reduced or eliminated.
3.4.2 Prior to commencement of demolition/construction activities, it is anticipated that an
agreement on the scope of a dust management plan (DMP) for the construction phase
will be reached with the local authority to ensure that the potential for adverse
environmental effects on local receptors is minimised. The DMP should include inter
alia, measures for controlling dust and general pollution from site construction
operations, and include details of any monitoring scheme, if appropriate. Controls
should be applied throughout the construction period to ensure that emissions are
mitigated.
3.4.3 The dust risk assessment has been used to define appropriate, mitigation methods,
presented in Appendix 7 in Appendix C of the Environmental Statement.
3.4.4 The traffic effects of the proposed development during the construction phase will be
limited to a relatively short period and will be along traffic routes employed by
haulage/construction vehicles and workers. Any effects on air quality will be temporary
i.e. during the construction and demolition period only and can be suitably controlled by
the employment of mitigation measures appropriate to the development project.
Operation Phase Mitigation
3.4.5 The proposed development is predicted to have a ‘negligible’ air quality impact on
surrounding sensitive receptors and proposed development receptors.
3.4.6 Nevertheless, it is recommended that the CHP be fitted with an exhaust gas treatment
catalyst (SCR or similar) to meet the emission standard required by the Sustainable
Design and Construction SPG. This will also reduce the emissions and therefore the
effect of the CHP in terms of air quality.
3.4.7 As best practice, it is recommended that transport related mitigation measures should
be included to minimise the impact of the development on the surrounding road network
and hence air quality. These measures could include:
travel plans;
car clubs;
incentives for increased public transport use; and
provision for alternative fuels, such as electric vehicle charge points.
4-1
4. ARCHAEOLOGY AND CULTURAL HERITAGE
4.1 Introduction
4.1.1 An assessment has been carried out of the potential for impacts on below ground
heritage assets (archaeological remains) and above ground cultural heritage. The
assessment is supported by an Archaeological Desk-Based Assessment and a Heritage
Statement, which outline the baseline archaeology and built heritage considerations
both within and surrounding the site.
4.2 Scope and methodology
4.2.1 The archaeological Desk Based Assessment, Heritage Statement and ES chapter have
been prepared in line with all relevant guidelines, including those provided by the Chartered
Institute for Archaeologists (CIfA) and Historic England.
4.2.2 In assessing the site’s below ground heritage potential, the following datasets have
been reviewed:
A 1.5kilometre search of information held on the Greater London Historic
Environment Record (GLHER);
Relevant maps held at the British Library;
Relevant maps and background information from Ealing Local Studies Library;
Relevant published and unpublished sources covering the archaeology of the
surrounding area.
4.2.3 The assessment assumes the accuracy of the datasets reviewed in its compilation, i.e.
the GLHER and geological data, together with information from relevant archives etc.
The information included within the Archaeological Desk-Based Assessment provides
an indication of assets present rather than a definitive list of all assets likely to be
present, because the full extent of below ground heritage assets cannot be known prior
to site-specific archaeological field investigation.
4.2.4 The principal limitation to the assessment of impacts on below ground heritage assets is
the nature of the archaeological resource – buried and therefore not visible – which
means it can be difficult to predict accurately the presence and likely significance of
below ground heritage assets, and the impact of the Proposed Development upon such
assets, based primarily on desk based sources.
4.2.5 Where site specific archaeological information has not been available, professional
judgement used to assess the archaeological potential of the site as set out in the
Archaeological Desk-Based Assessment by a combination of the review of available
information, in particular data from the GLHER, together with past and current land use as
shown on cartographic and pictorial sources.
4.2.6 The assessment has further considered all designated built heritage assets within a 2km
radius and non-designated built heritage assets (Locally Listed Buildings) within a 1km
radius.
4.2.7 Built heritage assets have been identified through analysis of the Great London Historic
Environment Record, the National Heritage List for England and the London Borough of
4-2
Ealing Council, London Borough of Hammersmith and Fulham Council, and London
Borough of Brent Council’s schedules of buildings of local historic importance. In addition to
this, online Conservation Area mapping provided by all neighbouring relevant local planning
authorities has also been analysed.
4.2.8 The site itself includes no Statutorily Listed Buildings and is not included within a designated
Conservation Area. However, the heavily altered warehouse building within the northern end
of the site is considered to be a non-designated heritage asset and is noted as being of local
significance by the London Borough of Ealing Council, all other structures on site have been
confirmed as having no individual or contributory heritage significance.
4.2.9 The consideration and forecasting of potential effects is based upon an assessment of data
relating to designated and non-designated heritage assets, undertaken by professionals with
extensive desk and field-based experience in the identification, assessment and mitigation
of development-related effects on the historic environment.
4.3 Predicted impacts
4.3.1 The site is perceived to have a generally low archaeological potential for all past periods of
human activity. Post-depositional impacts as a result of previous and existing development
is considered likely to have been severe. The predicted impact of the development is
considered likely to be negligible in archaeological terms.
4.3.2 The proposals seek to demolish the former Perfume Factory building which is of low local
importance. This would result in both constructional and operational effects that are direct
and of a major adverse impact. The constructional and operational effects on the Locally
Listed Perfume Factory would therefore be moderate adverse overall.
4.3.3 The impact upon remaining identified above ground heritage assets is likely to be through
indirect setting impacts. In assessing the indirect effects of development on the above
ground heritage assets, such as setting, an assessment methodology has been used which
is based on adopted guidance on setting Historic Environment Good Practice Advice in
Planning: Note 3 (GPA3): The Setting of Heritage Assets (March, 2015).
4.3.4 The assessment considered that the significance and setting of all of the above ground
heritage assets would remain unaltered by the proposed development due to their removed
location, setting and overall nature. Both the construction and operation effects would
therefore be neutral.
4.4 Mitigation
Construction Phase Mitigation
4.4.1 No further archaeological mitigation measures are considered necessary for this site. This
has been confirmed in writing from LB Ealing’s archaeological advisors.
4.4.2 The construction phase will see the demolition of the former Perfume Factory, which as a
locally listed building (non-designated heritage asset) is considered to be of low importance.
Whilst the Heritage Statement provides an assessment of the building and demonstrates
that its interest has been largely lost through later alterations, a recording condition may be
appropriate to further mitigate the major adverse impact of its compete loss.
4-3
Operation Phase Mitigation
4.4.3 No negative operational effects (direct or indirect) upon the setting or significance of further
above ground heritage assets surrounding the site are considered to be applicable in this
case.
4.4.4 As noted, this is largely due to the removed location of these assets and their relative
individual settings that define and contribute to their significance and appreciation. The
proposal will be visible and experienced as part of an existing and emerging group of tall
buildings which seek to regenerate the local area and contribute significantly towards place-
making. As such, any potential cumulative impacts will be beneficial as the proposal will
form a high quality addition to this emerging townscape character and in views from the
surrounding conservation areas. This is assessed within the Heritage Statement set out in
Appendix D2 and formalised within tables 7.7-7.10 for the purpose of this ES chapter.
4.4.5 Therefore no further mitigation measures at operation phase are necessary in this instance.
5-4
5. DAYLIGHT AND SUNLIGHT
5.1 Introduction
5.1.1 The proposed development site is located in North Acton in an area which has been
identified by the Mayor of London and London Borough of Ealing for intensification as part of
an overarching vision for the immediate area, reflected in planning policy.
5.2 Scope and methodology
5.2.1 Previous phases of this overarching development have already been built and occupied.
5.2.2 The proposed development site is one of the last phases to be developed, in adherence with
the overall aim for the area as a whole.
5.2.3 As such, the current buildings are of a much lower density than is aimed for and reflected in
the scale and design of the recently completed and occupied immediate neighbouring
buildings. The buildings are low rise and as such delivering the stated aim for the area will
therefore inevitably involve impacts to existing daylight and sunlight amenity of neighbouring
dwellings, as the current massing on site changes to be more reflective of the goals for the
area.
5.3 Predicted impacts
5.3.1 The detailed assessments confirmed some occupants of existing dwellings would
experience potentially noticeable reductions but these would be a small number overall. The
level of any impact is moderate at worst and that is restricted to a tiny amount of neighbours.
5.3.2 Daylight and Sunlight levels post development would generally be in keeping with
expectations for the area, both for existing and future occupants.
5.3.3 Overall, given the adequacy of retained levels having regard for typical local expectations
the impacts are considered acceptable
5.3.4 In the cumulative scenario, as would be expected with the addition of other dense
development also in keeping with the aims of the Local Authority and Mayor of London for
the area there would be a lowering of retained Daylight and Sunlight for the identified
receptors.
5.3.5 The overall impact would remain acceptable in the round, with no material worsening of the
baseline assessment.
6-5
6. FLOOD RISK AND DRAINAGE
6.1 Introduction
6.1.1 This section provides a summary of the Flood Risk Assessment (FRA) undertaken and
mitigation measures proposed as part of the Proposed Development.
6.1.2 The site is located off Wales Farm Road / Victoria Road on the existing Perfume Factory
site. The current use is Brownfield; it contains a mixed-use building and car park and is
100% impermeable.
6.1.3 The site is approximately 0.49ha and current surface water drainage discharges unrestricted
into a Thames Water Combined Sewer in Wales Farm Road / Victoria Road.
6.1.4 The Proposed Development is a mix of residential with retail provided at ground floor and a
basement level for plant equipment servicing the building. A full description can be found in
Chapter 1 of this document.
6.2 Scope and methodology
6.2.1 As part of the Proposed Development at the existing Perfume Factory in North Acton,
Robert Bird Group (RBG) have been appointed by Essential Living (North Acton) Ltd to
undertake a site specific Flood Risk Assessment (FRA) and to provide an Environmental
Statement based on the results of the FRA.
6.2.2 The purpose of this report is to provide a high-level summary of the key issues related to
floods and drainage risks, the Proposed Development may pose to the local area and
environment.
6.2.3 The methodology of the FRA consists of establishing the flood zone type, identifying
sources of flood risk, such as rivers, identifying storm water risks, collecting required
information from statutory bodies (i.e. Environment Agency) and, if necessary, seeking
consultations with those bodies.
6.2.4 As the site is within FRA zone 1, with an area of 0.49Ha, a site specific FRA is not required
according to Environmental Agency guidance. However, the FRA is included as part of the
environmental impact assessment for completeness.
6.3 Predicted impacts
6.3.1 Due to the effects of climate change, more intense and frequent rainfall is expected and this
could increase the risk of flooding from surface water. This would also affect the existing
infrastructure due to increased peak discharge and could lead to flooding downstream.
6.4 Mitigation
6.4.1 To comply with planning policies, SFRA and the London Plan, the suitable strategy for this
site is to provide a 50% reduction in pre-development flows, which can be attenuated on site
prior to discharge via gravity, using appropriate SUDS techniques. The preferred solution of
restricting surface water discharge to greenfield run-off rates is unsuitable for the Proposed
Development.
6-6
6.4.2 The SFRA indicates that there is a low risk of groundwater flooding to the development.
However, due to its depth, the basement will require suitable protection from the ingress of
ground water. This will be in the form of suitable waterproofing and protection and/or
drainage systems to ensure any moisture or seepage of water is drained to a suitable
location.
6.5 Summary of effects
6.5.1 The site is located in Flood Risk Zone 1, which has a low probability of flooding (less than 1
in 1,000 annual probability of river or sea flooding).
6.5.2 Based on the SFRA and available information, the site has a low risk of flooding from rivers
and groundwater. There are records of sewer flooding in the local area of the Proposed
Development, which may affect wastewater discharge from the site. Reduction in surface
water discharge off site would reduce the risk of sewer flooding and assist in increasing
capacity of existing sewers.
6.5.3 To mitigate the risk of flooding from surface water and anticipated effects of climate change
the development will use SUDS to manage storm water and reduce pre-development
discharge rates by a minimum of 50% up to the 1 in 100 year storm event plus climate
change.
6.5.4 The above SUDS techniques and reduction in discharge off site will assist in any potential
capacity issues within existing sewers and reduce the risk of sewer flooding in the local
area.
6.5.5 The basement will require suitable waterproofing and protection from ground water based
on its use.
7-7
7. GROUND CONDITIONS AND CONTAMINATION
Introduction
7.1.1 This section provides a summary of the potential effects upon ground conditions and
contaminated land with a view to identifying whether the development will have any
residual effects.
7.2 Scope and methodology
7.2.1 Details on the ground conditions associated with the development area are provided in a
site investigation report prepared by RSK for the wider Perfume Factory site footprint, which
includes a full Phase 1 desk study. An accompanying appraisal of the site investigation
report has also been produced to update the risk assessment and conclusions contained
within the earlier site investigation report with respect to the proposed residential end land
use as the most sensitive use considered under the contaminated land regime. Whilst the
site investigation appraisal also relates to the wider Perfume Factory site, pertinent
information relating to the subject site area has been sub-referenced accordingly.
7.3 Predicted impacts
7.3.1 Potential adverse impacts were identified in relation to the demolition, construction
works and operation of the site, primarily relating to human health effects with respect to
future occupants and nearby residents, but also relating to flora and fauna.
7.3.2 These impacts were generally associated with the creation of preferential pathways for
the remobilisation and/or migration of contaminants, introduction of contamination
sources during the importation of aggregates and the potential for fuel/oil/chemical spills
during the operation of plant and machinery. Operational phase impacts related to the
potential remobilisation of existing contaminants and exposure of residents to potential
contamination via a number of pathways
7.4 Mitigation
7.4.1 To mitigate the predicted impacts, a number of measures have been proposed,
including the requirement for supplementary investigation works, primarily to refine the
baseline conditions around former tanks and where significant depths of made ground
have been encountered, and the subsequent preparation of an Options Appraisal and
detailed Remediation Method Statement.
7.4.2 These works would be supplemented the preparation of a Construction Environmental
Management Plan (CEMP) which would include quality control procedures to be employed
by contractors for the import and export of materials to and from site, methods for controlling
surface water run-off and dust and measures to remove contaminated materials off site to
licensed treatment or disposal sites.
7-8
7.5 Summary of effects
7.5.1 With full implementation of the outlined mitigation measures, there will be no residual
adverse effects during the demolition, construction or operational phases of the
development.
8-9
8. NOISE
8.1 Introduction
8.1.1 The impacts of noise and vibration have been assessed relating to the proposed mixed-
use development at the Perfume Factory, Acton, West London. The assessment follows
nationally and locally recognised policies, standards and guidelines, and includes data
from attended and unattended onsite noise measurements, existing and future
predictions of traffic levels and predictions from computer noise modelling software.
8.2 Scope and methodology
8.2.1 The sensitive receptors identified for assessment are categorised depending on the
stage of the development at which they may be affected, i.e. construction noise and
vibration receptors, operational traffic noise receptors and future residential receptors.
8.2.2 A noise and vibration monitoring survey was undertaken during the day and night of
Wednesday 3rd December and Thursday 4th December 2014. The survey comprised of
a combination of attended and unattended monitoring. Monitoring was undertaken as
part of the original scheme however, due to the short time period and likely increase in
ambient noise levels, the 2014 data is deemed as being appropriate for this updated
assessment.
8.2.3 Assessment of the construction phase has been undertaken using a generic
construction methodology and plant list, as a confirmed plant list was unavailable at the
time of writing. Construction noise has been predicted at the facades of the receptors
surrounding the site using a computer noise model, using data from BS5228-
1:2009+A1:2014 ‘Code of practice for noise and vibration control on construction and
open sites. Noise’.
8.2.4 The suitability of the site for residential and commercial development has been
assessed with reference to the indoor ambient living space criteria in BS 8233:2014
‘Guidance on sound insulation and noise reduction for buildings’ and Ealing Council
SPG10 Guidance.
8.3 Predicted impacts
Construction Phase
8.3.1 Based on noise predictions, the construction phase will result in daytime noise levels
that slightly exceed the threshold criteria for the student accommodation building at
Victoria Road, which is one of the closest sensitive receptors to the site. Those
predicted noise impacts will be exclusively referred to earthworks and the general
construction activities. No construction noise impacts are envisaged for the remaining
the sensitive receptors in the surroundings of the developments site.
8.3.2 It should be noted that the predicted levels are calculated with all construction plant
focused at the closest point on the boundary to the receptor. In reality, this is not likely
to be the case and therefore the levels are considered to be a worst-case scenario. The
predicted noise levels would most likely only happen for a matter of days during the
construction phase of the development.
8-10
Operational Phase
8.3.3 Operational traffic for data the completed development have been assessed for the
future years 2021 and 2036. A comparison between the ‘Do nothing’ and ‘Do
something’ scenarios has concluded that predicted noise impacts due to changes in
traffic levels are of a magnitude that are no greater than ±1 dB, which would be
considered a negligible impact in both the short term and the long term. Traffic data has
included the provision for future developments and the operational effect of the
proposed HS2 link.
8.3.4 Predictions generated using assessment year (2021) traffic flows indicate that all
facades on the edge of the proposed development area will require façade attenuation
over and above that provided by an open window, in order to meet indoor noise criteria
for living rooms during the day and bedrooms at night.
8.3.5 An assessment of outdoor residential living areas shows that areas potentially to be
developed as gardens or amenity outdoor space in the western area of the site are
predicted to be above what is considered to be the upper limit for such areas. However,
BS 8233 acknowledges that the external guidelines are, ‘not achievable in all
circumstances where development might be desirable as such, a compromise between
elevated noise levels and other factors, such as the convenience of living in these
locations or making efficient use of land resources to ensure development needs can be
met, might be warranted’.
8.3.6 An assessment of operational vibration, from existing train movements on the
development has also been undertaken. Vibration Dose Values (VDV) are significantly
below the threshold criteria contained within BS 6472: 2008 ‘Guide to evaluation of
human exposure to vibration in buildings. Vibration sources other than blasting’. No site-
specific mitigation is proposed for the development.
8.4 Mitigation
Construction Phase Mitigation
8.4.1 It is advised that construction be done to Best Practicable Means and that
plant/machinery be located at largest separation distance from all the existing receptors,
preferably within the centre of the site.
Operation Phase Mitigation
8.4.2 It is advised that fixed plant, associated with the commercial receptors be located at
largest separation distance from all the existing receptors, preferably within the centre
of the site. Facades of dwellings and commercial space should be appropriately
designed to provide the necessary attenuation required to meet the indoor ambient
criteria for living spaces.
9-11
9. SOCIO-ECONOMICS
9.1 Introduction
9.1.1 This section identifies the potential socio-economic effects of the construction and
operation phases of the Proposed Development. These include employment, GVA,
housing provision, and social/community effects.
9.2 Scope and methodology
9.2.1 Whilst acknowledging that there are no specific methodological guidelines or
requirements for socio-economic assessments in the EIA context, the methodology for
this assessment has been informed by standard approaches to undertaking socio-
economic impact assessments, drawing on the guidance in HM Treasury’s Green
Book1,and the Town and Country Planning Environment Impact Assessment
Regulations.
9.2.2 The main stages of the approach have included:
Reviewing the policy context of the Proposed Development;
Establishing baseline conditions in the study area to determine potential
receptors;
Defining receptor sensitivity to potential socio-economic effects from the
Proposed Development (where possible);
Identifying the potential socio-economic effects of the Proposed Development
on receptors, with consideration given to their magnitude, duration (e.g.
short/long term, temporary/permanent) and nature (i.e. adverse/beneficial);
Identifying the significance of potential socio-economic effects;
Identifying mitigation measures where significant adverse effects are predicted;
and
Identifying residual effects after mitigation.
9.3 Predicted impacts
9.3.1 The socio-economic assessment predicts the following:
Not significant employment effects on the construction labour market of the
London Borough of Ealing and London Borough of Hammersmith & Fulham;
Not significant employment effects on the retail labour market of the London
Borough of Ealing and London Borough of Hammersmith & Fulham; and
Not significant effects on social infrastructure and retail jobs supported through
additional retail spend at the London Borough of Ealing and London Borough of
Hammersmith & Fulham level.
1 The Green Book: Appraisal and Evaluation in Central Government, HM Treasury, 2003 with amendments in
2011.
9-12
9.4 Mitigation
9.4.1 No significant adverse effects have been identified for the construction and operational
phases of the Proposed Development, thus no specific mitigation measures are
required.
10-13
10. TOWNSCAPE AND VISUAL IMPACT
10.1 Introduction
10.1.1 The Townscape and Visual Impact Assessment considers the potential townscape and
visual effects of the Proposed Development on a selection of views, townscape character
areas and the townscape settings of built heritage assets (and a direct effect in the case of
the locally listed building on the Site). Consideration was given to effects during construction
and as a result of the completed development.
10.2 Scope and methodology
10.2.1 For the purposes of the assessment, the surrounding townscape was divided into
townscape character areas, which have readily identifiable characteristics, such as
topography, natural characteristics, patterns of land use, urban grain and building form, in
common. The Site was identified as being located in townscape character area A, 'North
Acton Station and surrounds', the character of which is dominated by large scale and tall
recently constructed buildings.
10.2.2 Built heritage assets, including any Conservation Areas, Listed Buildings, and Locally Listed
Buildings, were identified in the area around the Site. The potential for each asset or its
townscape setting to be affected to a significant extent in townscape and visual terms was
considered as part of the assessment.
10.2.3 A selection of 31 views has been provided, including a range of local, medium and long
range views, and representative townscape views.
10.2.4 For each of the identified views, the assessment contains images of the view as existing, the
view as proposed with the Proposed Development in place, and the view as proposed with
other consented ('cumulative') schemes also shown. Accurate Visual Representations
(AVRs) of the view as proposed and the view as proposed including cumulative schemes
were prepared for each view. AVRs are produced by accurately combining images of the
Proposed Development (typically created from a three-dimensional computer model) with a
photograph of its context as existing.
10.2.5 Assessment of the effect of the Proposed Development on the identified receptors has been
provided in the Townscape and Visual Impact Assessment, based on the following method.
10.2.6 The sensitivity of the receptor as existing is assessed as high, medium or low, depending on
the importance, value and quality of the receptor, and nature and expectation of the viewer.
The assessment of the sensitivity of the receptor under consideration is moderated to take
into account a judgement about its quality in the round.
10.2.7 The magnitude of the change resulting from the Proposed Development is assessed as
major, moderate, minor or negligible according to the change to the receptor.
10.2.8 These two measures are combined to provide a measure of the significance - major,
moderate, minor or negligible - of the effect on the receptor, which will result from the
Proposed Development, the most significant effects being effects of major magnitude on
receptors of high sensitivity.
10-14
10.2.9 Effects are assessed qualitatively as beneficial, adverse, or neutral. The assessment as
beneficial or adverse is a 'net equation', since with regard to the receptor that is being
assessed; there may be both positive and negative effects as a result of the development.
10.2.10 An overall assessment of cumulative affects i.e. of the effect of the Proposed Development
taking into account other proposed and consented schemes, is also provided. The approach
to cumulative assessment is to focus on the additional effects of the Proposed Development
on top of the cumulative baseline.
Baseline Assessment
10.2.11 The Site is located in North Acton, close to the London Underground Station, and with its
principal frontage facing a significant north-south route within the local area (Wales Farm
Road/Victoria Road, part of the A4000). A grouping of large scale and tall buildings is
located west of the Site, to the south and west of North Acton Station.
10.2.12 The Site falls within what is identified as the 'Southern Gateway' to Park Royal in the LBE
Core Strategy and DS DPD, and it lies within the Old Oak and Park Royal Opportunity Area.
The Southern Gateway also covers the existing grouping of tall buildings at North Acton.
The Site is located at an identifiable threshold point within the Southern Gateway -
immediately south of a bridge across the Central Line railway tracks, which forms a key
entry point to the main part of the Park Royal area - and it is the eastern-most of the sites
identified as falling within the Southern Gateway.
10.2.13 The Site is occupied by a two storey tall former factory building, originally built in the 1930s
but much altered. Its main frontage to Wales Farm Road comprises two linked rectangular
buildings with horizontal strips of fenestration. It is surrounded by open parking areas to the
west and north, such that it is set back from surrounding roads. This building is included on
LBE's Local Heritage List.
10.2.14 The existing building on the Site is not of a sufficient scale to mark the Site within the wider
townscape. Although the western façades of the existing building are of some limited visual
quality, the low scale of the building and the presence of a car parking area to its west is
such that the Site presents a low quality face to the street overall, and fails to provide strong
definition and animation to it.
10.3 Predicted impacts
Assessment of Effect
10.3.1 The assessment concludes that there would be temporary effects as a result of construction
which would be no more than ‘moderate’ in significance and ‘adverse’ in effect for views; ‘no
more than ‘minor to moderate’ in significance and ‘adverse’ in effect for townscape character
areas; and no more than ‘minor’ in significance and ‘adverse’ for heritage assets outside the
Site. With regard to the locally listed building on the Site, there would be a temporary
‘adverse’ effect of ‘moderate’ significance as a result of its demolition; however, the
replacement buildings would be of a high architectural quality and the removal of the locally
listed building would allow for a generous entrance to the proposed courtyard from Wales
Farm Road/Victoria Road, located in the optimal position to facilitate easy and natural
pedestrian movement into the Site, and would therefore contribute to an outcome which is
beneficial overall.
10-15
10.3.2 The Proposed Development would redevelop the Site with a series of new buildings which
would strengthen definition of Victoria Road/ Wales Farm Road and help to activate it, and
would provide a substantial new area of public realm for the local area. The greater visibility
of the Proposed Development compared to the existing building, given the Site's location
next to a major entry point to Park Royal, would aid legibility within the wider area.
10.3.3 The taller parts of the Proposed Development, Block A and more particularly the northern
part of Block B, would appear as part of the existing grouping of tall buildings at North Acton
and would consolidate that grouping, albeit they would have a different, more vertically
emphasised form compared to them, and Block B would appear noticeably taller in some
views. This would introduce welcome variety in terms of height and form into what is
currently a somewhat homogenous grouping in these regards; the result is clearly preferable
in visual terms to 'more of the same' when considering the group of recent developments
nearby. The tallest part of the Proposed Development, the northern part of Block B, would
be well-proportioned, with a distinctive form and appearance.
10.3.4 The height of Block B would be appropriate given the Site's location; it would allow the
Proposed Development to mark the southern approach to Park Royal at an identifiable
threshold point and it would enable the Proposed Development to define a new eastern
edge to the North Acton tall buildings grouping. In some views from the west along Western
Avenue, Block B would also act as a landmark on the route into central London.
10.3.5 The architecture of the Proposed Development would be of a high quality, and the
elevations of each block would have an ordered quality. Each block would be divided into an
'inner layer' and an 'outer frame', such that they would have a visually interesting form and
appearance. Balconies and angled window reveals would add further depth and articulation.
10.3.6 The Proposed Development would display a well-judged balance between uniformity and
difference, with a common overall architectural approach such that it would appear as a
coherent development, but with differences in the detailed expression and materials
between the blocks, such that there would be visual interest.
10.3.7 The Proposed Development would consolidate the North Acton grouping of tall and large
scale buildings and enhance its composition in medium and long range views. The high
quality architecture and strong definition of Wales Farm Road/ Victoria Road would enhance
short range views. The Proposed Development would have a ‘beneficial’ effect in the views
in which it would be most visible as a result (ranging from 'minor' significance to 'moderate'
significance). It would have a ‘neutral’ effect where not visible or visible to a small extent in
views.
10.3.8 The Proposed Development would reinforce the existing and emerging character of the
townscape character area in which it is located (Townscape Character Area A, North Acton
Station and surrounds). This would be an effect of 'moderate' significance which would be
'beneficial' in nature.
10.3.9 The surrounding townscape character areas are generally dominated by lower scale
development, and the existing North Acton grouping of large scale and tall buildings
contrasts with them in its form and scale. The Proposed Development would appear as an
addition to this grouping, adding coherently to an existing background layer of townscape
when seen from surrounding townscape character areas, and enhancing the composition of
the grouping through the variation in height and form it would bring. The effects in respect of
10-16
these other Townscape Character Areas would range from 'minor' to 'minor to moderate'
significance, and would be 'beneficial' in nature in each case.
10.3.10 The Proposed Development would appear in the background of some views from within
Conservation Areas in the wider area around the Site. It could clearly be understood as lying
in the distance, distinct from the Conservation Areas in the foreground of such views, and
would generally appear together with the existing tall buildings at North Acton. There would
be no significant effect with regard to the appreciation of these Conservation Areas (effects
of no more than 'minor' significance, and 'neutral' in nature). While there would be an
adverse effect of ‘moderate’ significance in respect of the demolition of the locally listed
building on the Site considered in isolation, the high quality of the replacement buildings and
the urban design benefits this would facilitate would be beneficial overall.
10.3.11 The Proposed Development would be in line with national, regional and local planning policy
on design quality. The provision of tall buildings within the Proposed Development is
consistent with local and regional policy, including the Old Oak and Park Royal OAPF which
identifies the Site as lying within an area which is suitable for tall buildings. The Proposed
Development would be in line with Policy 1.2 of the LBE Core Strategy in terms of
"contributing positively to the urban environment" and not harming heritage assets.
10.3.12 The cumulative schemes at Holbrook House, the Carphone Warehouse site, the Portal,
Rehearsal House, 6 Portal Way and 140 Wales Farm Road would form a coherent
expanded tall buildings grouping at North Acton, together with the Proposed Development.
These schemes are coming forward in the context of large scale redevelopment envisaged
under the Old Oak and Park Royal OAPF, which envisages such redevelopment in North
Acton and across a wider area, including Old Oak Common. This would result in a character
of new development that would inevitably be different to that of existing lower scale areas in
the wider surrounding area, and the OAPF notes that redevelopment will result in "…greater
heights and densities than the surrounding existing context…".
10.3.13 The Proposed Development would continue to act as a visual 'book-end' for the expanded
grouping in many views in the cumulative situation, often in combination with the scheme at
140 Wales Farm Road. In some views, the cumulative schemes would partially block sight
of the Proposed Development, reducing its visual prominence and the significance of its
effect, or would have a greater apparent height, such that it would be less of a focal point.
10.3.14 Overall, the Proposed Development would represent a significant improvement on the
existing situation on the Site. It would provide considerable urban design and public realm
benefits, including stronger definition and animation of Wales Farm Road/ Victoria Road.
The taller elements within the Proposed Development would consolidate the existing tall
building grouping at North Acton while improving its overall composition through their height
and form; they would mark a significant threshold point within the 'Southern Gateway' to
Park Royal, within the Old Oak and Park Royal Opportunity Area; and they would define a
new eastern edge to development within the North Acton tall buildings grouping. Where
seen in views including heritage assets, the Proposed Development would appear in the
background, in the distance or middle distance and often in conjunction with the existing tall
and large scale buildings at North Action. It would not have any significant effect in
townscape and visual terms on appreciation of heritage assets within the foreground of such
views.
10-17
10.4 Mitigation
Construction Phase Mitigation
10.4.1 Other than hoarding, no further mitigation is considered necessary in respect of townscape
and visual effects.
Operation Phase Mitigation
10.4.2 The iterative design process for a complex project on an urban site such as the subject of
this assessment is inherently one whereby visual impact is taken into account at each stage.
Any unacceptable visual impacts are mitigated by the design team as an integral part of the
design development iterations. By virtue of the careful attention that has been given to the
design of the new buildings and the public realm through this thorough process, therefore,
the Proposed Development in the form in which it is submitted for planning permission does
not give rise to any adverse visual impacts which require mitigation.
11-18
11. TRANSPORT AND TRAVEL PLANNING
11.1 Introduction
11.1.1 The transport and travel planning chapter of the Environmental Statement (ES) assesses
the potential transport related environmental effects associated with the Proposed
Development.
11.1.2 This non-technical summary outlines the key findings of the ES transport and travel planning
chapter.
11.2 Scope and methodology
11.2.1 Information presented in the ES transport and travel planning chapter is based on data and
analyses undertaken as part of the Transport Assessment (TA) prepared by Peter Brett
Associates (PBA) in support of the planning application for the Proposed Development.
11.2.2 The ES transport and travel planning chapter has been prepared in accordance with the
Town and Country Planning (Environmental Impact Assessment) Regulations 2011;
Guidelines for Environmental Impact Assessment (Institute of Environmental Management
and Assessment (IEMA), 2004); Guidelines for the Environmental Assessment of Road
Traffic (Institute of Environmental Assessment (now IEMA), 1993) (the ‘IEMA Guidelines’);
Volume 11 of the Design Manual for Roads and Bridges (DMRB) – Environmental
Assessment (Highways Agency et al.); Guidance on Transport Assessment (Department for
Transport (DfT), 2007); and Planning Practice Guidance - Transport Assessment
(Department for Communities and Local Government (DCLG), 2014).
11.2.3 In accordance with the above guidance, the assessment has considered the significance of
transport effects of the Proposed Development in relation to the following criteria: pedestrian
severance; pedestrian and cycle environment; pedestrian fear and intimidation and accident
and safety. The significance of the effects on each criterion has been determined based on
the magnitude of the effect and the sensitivity of the receptor.
11.2.4 The assessment of effects has considered the following scenarios:
2017 baseline
The busiest construction year (2019):
o 2019 including committed development traffic
o 2019 including committed and Proposed Development traffic
The development opening year (2021):
o 2021 including committed development traffic
o 2021 including committed and Proposed Development traffic
15 years after opening of the development (2036),
o 2036 including committed development traffic
o 2036 including committed and Proposed Development traffic
11.2.5 A total of 15 committed schemes as well as HS2 have been included within this
assessment.
11-19
11.3 Predicted impacts
During construction
11.3.1 The busiest construction period in terms of traffic generation will be from April 2019 to
July 2019. During this period, it has been assessed that a total of approximately 44 two-
way vehicle movements will enter and exit the construction site per day. This represents
a net reduction of 40 two-way trips per day compared to the trip generation of the
existing development on Site.
11.3.2 As a result of this reduction in vehicle trips, the construction of the Proposed
Development is deemed to result in no significant effect on severance, pedestrian
delay, fear and intimidation or accidents and road safety.
Once operational
11.3.3 Once operational, the Proposed Development is forecasted to generate approximately
94 two-way trips on the local highway network per day. This represents a net increase
of 10 two-way trips per day compared to the existing development on Site.
11.3.4 As a result of this low increase in vehicle trips, the operation of the Proposed
Development is deemed to result in no significant effect on severance, pedestrian
delay, fear and intimidation or accidents and road safety in 2021 and 2036.
11.4 Mitigation
Construction Phase Mitigation
11.4.1 The following measures will be taken in order to mitigate any adverse environmental
effects resulting from construction vehicle movements associated with the Proposed
Development:
Implementation of the Construction Management and Logistics Plan;
No parking provision for construction staff to encourage the use of sustainable
modes of transport for access to and from the site;
Co-ordination with other local development schemes, where possible, in terms of
the timing of construction activities and the construction supply / logistics chain.
Operation Phase Mitigation
11.4.2 The following mitigation measures will be implemented for the operational stage of the
Proposed Development:
Implementation of the Delivery and Servicing Plan;
Implementation of a Site-wide Travel Plan;
Installation of wayfinding signs to aid pedestrian movement to nearby amenities and
public transport facilities;
Provision of high quality cycle parking facilities on site to for all users of and visitors
to the site to encourage cycling;
11-20
Provision of an active frontages at ground floor level, which promotes natural
surveillance, and good permeability across the Site with a high quality public realm
that will be accessible to all;
Provision of lighting on Site within the public realm space to create a safe
environment; and
Provision of a low number of car parking spaces will limit the number of vehicle trips
generated by the Site.
Provision of a left-in/left-out access to replace the existing all movements access
junction.
12-21
12. WIND ASSESSMENT
12.1 Introduction
12.1.1 This section reviews the existing wind and microclimate at the proposed development site .
12.2 Predicted impacts
12.2.1 Wind conditions at the existing Site (Configuration 1) are a mix of sitting and standing
use with isolated instances of leisure walking conditions towards the north-west of the
Site. These conditions are suitable for the current use of the Site.
12.2.2 Wind conditions with the Proposed Development and proposed landscaping strategy in
situ (Configuration 2), are suitable for the required use throughout the Proposed
Development, apart from balcony locations 225 and 240 and roof-top terrace locations
238 and 239, which are one category windier than required (Standing / entrance
conditions, instead of required sitting conditions).
12.2.3 With the Imperial College building, towards the south of the Site built out (Configuration
3), wind conditions throughout the Site remain largely consistent with the Proposed
Development and Existing Surrounds, apart from balcony location 240, where wind
conditions improve to become suitable for the required sitting use. Strong winds in
excess of B7 threshold occur at location 111 towards the south-east of the Imperial
College building, however this location is inaccessible and is considered acceptable.
12.2.4 With the cumulative surrounds built out (Configuration 4), wind conditions remain
suitable for required use throughout the Proposed Development, apart from balcony
location 225 and roof-top terrace locations 238 and 239. However; strong winds in
excess of B7 occur at location 77 on the neighbouring public house site, and on location
239 on roof-top terrace within the Site. These winds are considered a safety risk and
are required to be mitigated through further wind tunnel testing.
12.2.5 In addition to the proposed landscaping strategy, 10 trees of 6m height were installed
towards the south-east of the Site to improve wind conditions. Locations of these trees
are shown in Figure 26 in the Technical Appendix 15: Wind Microclimate.
12.3 Mitigation
12.3.1 Further mitigation is proposed at location 77 in the form of 1.5m – 2m high hedges on
the neighbouring public house site, and extension of the pergola along with a glazed
pergola roof on roof top terrace location 239. These measures are recommended to be
tested in the wind tunnel to ensure their effectiveness.
12.3.2 Mitigation measures are also proposed on balcony locations 225 and 240 in the form of
glazed balustrades replacing porous balustrades, however it is noted these are private
amenity spaces where users can choose not to sit outside on a windy day.
13-22
13. CUMULATIVE EFFECTS
13.1 Introduction
13.1.1 The cumulative effects chapter of the Environmental statement assesses the potential for
significant cumulative effects associated with the proposed scheme.
13.1.2 Cumulative effects can arise from the combined effect on a given receptor or resource of
other committed development projects when considered in combination with proposed
scheme. For example, a proposed industrial plant may be predicted to generate low levels
of emissions to air, but when such emissions are considered in combination with predicted
emissions from a nearby proposed bypass, these may result in air quality standards being
exceeded.
13.1.3 Cumulative effects can also arise from the interaction of two or more environmental effects
associated with the proposed scheme on a given receptor or resource. For example, a
residential receptor may be exposed to air quality degradation and increased noise levels
from a project that singly may be deemed acceptable, but in combination may result in an
unacceptable level of nuisance.
13.2 Committed developments
13.2.1 There are 18 significant developments within close vicinity to the proposed site;
Portal Way, Acton
5 Portal Way
4 Portal Way
Chase Road and Victoria Road
Former BBC Costume Store
The Carphone Warehouse
NEC House
North Acton Station
Holbrook House
Nash House
6 Portal Way
Land at the junction of Portal Way and Wales Farm Road
The Portal Land at Wales Farm Road and Portal Way Acton
Monarch House
Land Junction Of Horn Lane / Western Avenue
2 Portal Way
140 Wales Farm Road
Oaklands, Old Oak Common Lane
13-23
13.2.2 For ease of reference, we have referred to these sites as Sites A, B, C etc. Details of
the proposed developments are set out below:
Site 1: Portal Way, Acton
13.2.3 Redevelopment to provide two mixed-use buildings with roof level amenity space
(seven-storeys and eight-storeys) to provide 184 student units on upper floors and
382sqm on ground floor for use as student lounge and lobby. The proposals also
include the creation of a biodiversity park and community pocket park as well as the
provision of four parking spaces and 132 cycle parking spaces.
Site 2: 5 Portal Way, Acton
13.2.4 A proposal for the change of use from office to a consulate facility (Sui-Generis Use)
including external alterations to the building envelope including re-cladding and
alterations to fenestration, alterations to parking layout, pedestrian access, landscaping
and boundary treatment as well as refuse and recycling storage and bicycle storage.
Site 3: Ramada Encore, 4 Portal Way, Acton
13.2.5 A proposal for the extension to an existing 150 bedroom hotel, with rooftop extension to
the existing hotel and four storey rear extension, associated servicing and landscaping
to provide an additional 75 bedrooms (225 in total).
Site 4: Carphone Warehouse
13.2.6 The Carphone Warehouse development, on Portal Way, is a proposed development,
which will include the demolition of the existing buildings and the construction of 8
blocks ranging in height from 6 to 32 storeys to incorporate up to 764 residential flats.
Due to the close proximity of this development to the Proposed Development, there
may be potential cumulative effects that will need to be considered such as air pollution,
noise and traffic.
Site 5: Chase Road and Victoria Road
13.2.7 An outline planning application for the development of the site to provide a part four,
part ten, part twelve, part fourteen, part eighteen-storey building, plus basement,
comprising 673 square metres of commercial floor space for flexible use for shops,
Financial and Professional Services, Restaurants and Cafes, Hot Food Takeaway,
Business or non-residential Institution and 151 residential units, together with alterations
to the existing access and provision of 30 car parking spaces and 169 cycle storage
spaces at basement level.
Site 6: Former BBC Costume Store
13.2.8 Redevelopment (following demolition of the former BBC Costume Store) to provide a
part six, thirteen, fifteen and eighteen storey building (incorporating a basement floor)
comprising 286sqm of retail/financial and professional/food and drink/hot food take-
away spaces and 92 cluster units (of between 6-9 units per cluster) providing 718
bedrooms of student accommodation and 4 studios for academic staff, exhibition
gallery; vehicle/pedestrian access from Victoria Road; 9 car parking spaces and 314
cycle parking spaces and 4 disabled scooter spaces and a turning head; private and
public open spaces comprising a private courtyard, public square, open space and
multi-use games area (MUGA), and hard and soft landscaping; and refuse storage.
13-24
Site 7: NEC House
13.2.9 Mixed- use redevelopment (following the demolition of the office building) on the site to
provide a grouping of buildings rising from 3 storeys at the south, to 11, 16 and 19
storeys (plus basement) at the northern end of the site with a lower 7 storey building
linking the 11 and 16 storey buildings and a single storey linking these to the taller
element - comprising 1,675sqm of office space, student accommodation (Sui Generis)
comprising 96 student cluster apartments (of between 5 and 8 units per cluster)
providing 592 study rooms, and 66 students studios, and one rector studio (total
number of units is 659); together with associated facilities 930sqm for retail/financial
and professional/food and drink (use classes A1/A2/A3); 130sqm community space and
cycle storage; public open spaces and alterations to the public realm; private amenity
space; rooftop amenity space; rooftop plant, parking (24 spaces); cycle parking; access
and associated works.
Site 8: North Acton Station
13.2.10 A proposal for the redevelopment of the embankment and retaining wall adjacent to the
east-west station access footpath to provide a cycle hub consisting of four modular
shelters with integrated cycle parking for 48 bicycles, bike hire storage system for 20
folding bicycles; associated lighting, CCTV; retaining wall and hard and soft
landscaping.
Site 9: Holbrook House
13.2.11 This is a proposed development which would include the demolition of the existing
buildings on the site and the redevelopment of the site for a building of up to 24 storeys
for student accommodation comprising 424 bed spaces (without both clusters and
studios).
Site 10: Nash House
13.2.12 A proposal for the demolition of the existing office building and redevelopment by a
mixed use building of 13,824 sqm comprising of 2,953 sqm of business space, 462 sqm
of retail space, 190 sqm of community / business floorspace and 323 bedrooms of
student accommodation with vehicle/pedestrian access from Old Oak Lane.
Site 11: 6 Portal Way
13.2.13 A full planning application for the demolition of all existing buildings and the
redevelopment of the site to provide a double storey basement with four buildings of 2,
9, 11, 32 and 42 storeys comprising 578 residential flats and 3079.2sqm of flexible use
floorspace. The proposal includes a landscaped east-to-west public route between
Victoria Road and Portal Way, together with associated amenity and play space, roof
gardens, cycle parking, car parking, servicing, public realm improvements, landscaping
and infrastructure works.
Site 12: Land at the junction of Portal Way and Wales Farm Road
13.2.14 Request for formal scoping opinion under Regulation 10 of the Town and Country
Planning Regulations 2011 for mixed-use redevelopment comprising 370 residential
units and up to 1,000 square metres of commercial and business floor space formed by
a single building up to 40 storeys (130 metres high) with associated 29 car parking
spaces and amenity space.
13-25
Site 13: The Portal Land at Wales Farm Road and Portal Way
13.2.15 A full planning application for the redevelopment of the site to provide a single storey
basement with a part 10, part 36 storey building comprising 355 residential units and
ancillary facilities with a mix of flats and 549sqm of flexible use floor space. The
proposals also include a landscaped public realm, together with associated public and
private amenity space, cycle parking, car parking, landscaping and other associated
works.
Site 14: Monarch House
13.2.16 A proposal for the change of use of the existing building from office to a hotel, including
the demolition and replacement of the second floor; and alterations to the external
appearance of the building to create a 133 bed hotel with a new guards hut, cycle store
car parking and associated works.
Site 15: Land Junction Of Horn Lane / Western Avenue
13.2.17 A proposal for the erection of six storey 100 bedroom hotel and two residential blocks
(three, four and six stories in height) comprising 72 one, two and three-bedroom units
with associated access from Park View, basement car parking, coach parking,
servicing, landscaping and a Green Corridor to Western Avenue and Horn Lane.
Site 16: 2 Portal Way
13.2.18 Request for Screening Opinion in accordance with Regulation 5 of the Town and
Country Planning (Environmental Impact Assessment) Regulations 2011 (as amended)
for the demolition of the existing buildings and a mixed use redevelopment involving
construction of a part 3, part 25 and part 35 storey building comprising up to 550
dwellings and up to 6,000sqm of commercial space.
Site 17: 140 Wales Farm Road
13.2.19 A proposal for the demolition and redevelopment of the site for a mixed-use
development comprising student accommodation, residential and office space including
landscaping, planting and associated works.
Site 18: Oaklands, Old Oak Common Lane
13.2.20 A full planning application for the demolition of existing structures and redevelopment of
the Oaklands House site to include 3 mixed-use blocks, ranging in height from 6-26
storeys. The combined scheme comprises 605 residential units and 3,500 sqm of in
part double height commercial floorspace, providing a flexible range of uses. The
scheme provides 120 underground car parking spaces, 1,080 cycle spaces, amenity
space, landscaping and associated public realm. A new site access road is proposed
linking the existing access road and Old Oak Common Lane.
13.3 Mitigation
13.3.1 The declared residual effects for the proposed scheme in Sections 6 to 16 are those that are
predicted to remain after taking account of environmental mitigation measures.
13.3.2 The majority of significant cumulative effects are predicted only to occur should
implementation of the proposed scheme coincide with other committed developments (e.g.
construction phase overlap and consequential demands on the local labour supply).
13-26
13.3.3 Mitigation for other development effects falls outside the scope of this EIA. However, it is
recognised that local authorities responsible for such developments have the ability to
influence the timing of developments and secure measures to avoid adverse effects
occurring simultaneously
13-27
13.4 Summary of effects
Development Distance from
Perfume Factory (approx. metres)
EIA Topic
Air Q
ualit
y
Arc
haeo
logy &
Cultura
l H
erita
ge
Flo
od
Ris
k &
Dra
inage
Gro
und
Cond
itio
ns &
Conta
min
ation
Nois
e
Socio
-
Econo
mic
s
Tow
nscape &
Vis
ua
l Im
pact
Tra
nsport
&
Tra
vel P
lannin
g
Win
d
Assessm
ent
Site 1 321 N N N N Y N N Y N
Site 2 482 N N N N Y N N N N
Site 3 482 N N N N N N N Y N
Site 4 321 N N N N N N Y Y Y
Site 5 321 N N N N N N Y Y Y
Site 6 125 N N N N N N N N N
Site 7 321 N N N N N N N N N
Site 8 148 N N N N N N N N N
13-28
Site 9 57 N N N N N N Y N Y
Site 10 965 N N N N N N N Y N
Site 11 321 N N N N N N Y Y Y
Site 12 321 N N N N N N N N N
Site 13 321 N N N N N N Y Y Y
Site 14 160 N N N N N N N N N
Site 15 643 N N N N N N Y Y N
Site 16 321 N N N N N N N N N
Site 17 24 N N N Y N N Y N Y
Site 18 1126 N N N N N N Y Y N