w
Environmental StatementNon-Technical StatementTottenham Hale Centre
TH DM Limited
July 2018
Contacts
Quod Ingeni Building 17 Broadwick Street London W1F 0AX T: +44 (0) 20 3597 1000 W: www.quodplanning.com
QuodIngeni Building 17 Broadwick Street London W1F 0DE
T: +44 (0) 203 597 1000 E: [email protected] W: www.quod.com
ENVIRONMENTAL STATEMENT NON-TECHNICAL SUMMARY
TOTTENHAM HALE CENTRE
JULY 2018 Quod
Ingeni Building | 17 Broadwick Street, London, W1F 0DE
Quod | Tottenham Hale Centre | Non-Technical Summary | July 2018
Contents
1 Introduction _______________________________________________________________________ 1
2 Site and Setting ____________________________________________________________________ 3
3 EIA Methodology ___________________________________________________________________ 6
4 Alternatives _______________________________________________________________________ 8
5 Description of Development __________________________________________________________ 9
6 Demolition and Construction_________________________________________________________ 12
7 Socio-Economics ___________________________________________________________________ 13
8 Transport and Access _______________________________________________________________ 15
9 Air Quality _______________________________________________________________________ 17
10 Noise and Vibration ________________________________________________________________ 19
11 Ground Conditions and Contamination ________________________________________________ 21
12 Daylight, Sunlight and Overshadowing _________________________________________________ 23
13 Wind ____________________________________________________________________________ 26
14 Townscape and Visual Impacts _______________________________________________________ 27
15 Effect Interactions _________________________________________________________________ 31
16 Mitigation, Monitoring and Residual Effects ____________________________________________ 32
References ___________________________________________________________________________ 33
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1 Introduction 1.1 This Non-Technical Summary (‘NTS’) presents a summary of the findings of an Environmental Impact
Assessment (EIA) process that has been undertaken on behalf of TH DM Ltd (the ‘Applicant’) in relation to
a detailed planning application for the proposed redevelopment of five plots of land (known as Welbourne;
North Island, Ferry Island, Ashley Road East and Ashley Road West) in Tottenham Hale, totalling
approximately 2.25 hectares (‘ha’) (the ‘Site’). The Site is situated within north east London within the
administrative boundary of the London Borough of Haringey ('LBH') and falls within a regeneration area
defined by the Tottenham Area Action Plan1. Figure 1.1 shows the location of the Site, as well as the five
plots of land that form the Site.
Figure 1.1: Site Location
1.2 The proposed redevelopment includes the demolition of existing buildings and construction of up to
104,053 square metres (‘m2’) Gross Internal Area (‘GIA’) of residential floor space (up to 1,036 residential
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units), together with retail, business, leisure and health centre uses. Public realm works and landscaping,
decentralised energy network works, pedestrian routes, vehicular access and the realignment of Station
Road and parking also being provided. The proposals are subsequently referred to as the ‘Development’.
1.3 The full EIA report, known as an ‘Environmental Statement’ (‘ES’), describes the proposals which have been
considered and identifies the environmental effects of the Development which are likely to be significant.
The ES has been prepared in line with the UK legal requirements2 and good practice. The purpose of the ES
is to inform decision making by identifying the likely significant effects that the Development may have on
the environment and setting out how they can be avoided or reduced. The ES comprises:
• Volume I: Main document – provides the full text of the ES along with figures.
• Volume II: Townscape and Visual Impact Assessment – this assessment includes accurate computer-
generated views of the Development.
• Volume III: Appendices – contains technical surveys, reports and supporting documents to Volume I.
1.4 The ES and the planning application can be viewed at the offices of LBH. Electronic copies of the planning
application and ES are available view on the Council’s website at http://www.haringey.gov.uk/planning-
and-building-control/planning. Copies of the ES can also be purchased from Quod. Please email
[email protected] quoting Reference No. Q080177 for further details or contact 020 3597 1000.
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2 Site and Setting 2.1 The Site is located within a mixed used urban area, with interspersed retail and commercial uses to the
north and south (including a retail park), and residential properties primarily located to the west and east
of the Site as shown in Figure 2.1.
Figure 2.1: Surrounding Land Use
Source: AHMM Architects
2.2 Welbourne (ID No.1 Figure 1.1) is the westernmost of the five plots and is bounded by Monument Way
(A503) to the south, Fairbanks Road to the west, Chesnut Road to the north and Park View Road to the East.
Welbourne is currently vacant with no buildings or structures located on it. Hoarding encloses the perimeter
of the plot.
2.3 Ashley Road West (ID No.2 Figure 1.1) is currently occupied by a petrol filling station, car wash and
associated convenience store. The plot is bound by hardstanding associated with a light industrial yard to
the north. Ashley Road is located to the east, Hale Road to the south and residential terraced properties
are located to the west which front onto Hale Road.
2.4 Ashley Road East (ID No.3 Figure 1.1) is currently occupied by a three-storey private college building
associated with Stratford College London, retail (street food and bar) and commercial/light industrial uses.
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Ashley Road East is bound by a light industrial estate to the north. Watermead Way (A1055) is located to
the south and east, and Ashley Road to the west, beyond which lies Ashley Road West.
2.5 Ferry Island (ID No.4 Figure 1.1) is currently occupied by Ferry Island Retail Park, which comprises two fast-
food restaurants, an electronics retail store and associated car parking. The retail units are between 1- and
2-storeys in height. This is the southernmost plot and is bound by Ferry Lane/The Hale to the south, Station
Road to the north and west and Tottenham Hale Bus Station to the east.
2.6 North Island (ID No.5 Figure 1.1) is currently occupied by a vacant three-storey public house building, with
11 residential units above, and car wash yard. The plot also incorporates a section of Station Road and
associated public highway in the south. The plot is located to the north west of the Ferry Island. North Island
is bound by two retail units to the north, a Premier Inn to the east, Station Road to the south and The Hale
to the west.
2.7 The Site is well served by public transport. The Tottenham Hale Bus Station is adjacent to the east of Ferry
Island and eight local bus routes operate from this station. The Site is also located within walking distance
of Tottenham Hale Rail Station – which provides links to train services between London Liverpool Street
and regional towns such as Cambridge, Hertford and Bishops Stortford – and Tottenham Hale London
Underground Line (‘LUL’) station.
2.8 Collectively, the bus, rail and LUL station comprise the ‘Tottenham Hale Transport Interchange’. It is
predicted that the accessibility of this Site will improve further with the construction of the Crossrail 2 route
which is currently being promoted by Transport for London and the Greater London Authority for
Tottenham Hale. Overall, these good public transport links contribute to the Site having a good public
transport accessibility level rating of 6a, where 1 is least accessible and 6b is most accessible.
2.9 A number of cycle routes exist in the vicinity of the Site which include traffic free routes along Ferry Lane,
Broad Lane, Station Road, Watermead Way, Hale Road and Monument Way. Furthermore, Cycle
Superhighway 1 runs from White Hart Lane in Tottenham to Liverpool Street Station approximately 1km
south west of the Site.
2.10 The Site is located within an area identified as being suitable for tall buildings within the Tottenham Area
Action Plan.
2.11 The Site is not located within or adjacent to any Conservation Areas and does not contain any statutory
listed or non-statutory locally listed buildings.
2.12 With respect to potential archaeological resources, Welbourne, Ashley Road West and Ashley Road East
are not located within any Archaeological Priority Area as defined by LBH. The western end of Ferry Island
and the western edge of North Island lie within an Archaeological Priority Area.
2.13 The majority of the Site is located in Flood Zone 2, where the probability of flooding is medium. Welbourne
is located within Flood Zone 1, where the probability of flooding is low.
2.14 There are no statutory or non-statutory ecological designations on the Site. The Site is in proximity to
statutory designated ecological sites, including the Lee Valley Ramsar and Special Protected Area and
Walthamstow Reservoirs Site of Special Scientific Interest situated to the east and south east, respectively,
which range in distance from approximately 540m to 800m from the Site. The nearest non-statutory
ecologically designated site is Down Lane Park which is a site of local importance located adjacent to
Welbourne.
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2.15 The Site is not subject to any Tree Preservation Orders and does not support ancient woodland or Veteran
Trees.
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3 EIA Methodology 3.1 The purpose of the EIA process is to identify how people and the environment could be affected by the
Development and to provide measures (referred to as ‘mitigation measures’) that would avoid, minimise
or offset negative effects.
3.2 An EIA scoping study was undertaken to establish the ‘scope’ or focus of the EIA and identify the issues
which required detailed consideration in the ES. An EIA Scoping Report (Appendix 3.2A of the ES) which set
out the proposed scope and content of the ES, was provided to LBH in January 2018 together with a request
for a ‘Scoping Opinion’ to agree the issues to be considered further in the EIA process. A Scoping Opinion
(Appendix 3.2B of the ES) was received from LBH in March 2018 which provided LBH’s comments on the
proposed approach.
3.3 The scoping study concluded that the Development was not likely to give rise to significant effects in respect
of Human Health, Archaeology and Built Heritage, Ecology and Biodiversity, Water Resources, Flood Risk
and Drainage, Light Pollution, Waste, Solar Glare, Telecommunications, Electromagnetic Fields, Climate
Change, Carbon Emissions, Energy and Sustainability, and Vulnerability to Major Accidents or Disasters. LBH
agreed with the proposed approach that these issues did not need to be considered further and are not
included in the ES.
3.4 In addition, the scoping study concluded that the Development was not likely to give rise to significant
demolition and construction effects in respect to Transport and Access, Vibration, Daylight, Sunlight and
Overshadowing and Wind Microclimate. As such, the demolition and construction assessment for these
topics were not considered further and are not included in the ES. LBH agreed that the EIA Scoping Report
covered the main issues that it would expect to be addressed.
3.5 The ES considers the likely effect of the Development on its neighbours, local environment, local and
regional economy, as well as the wider area. The environmental effects of the Development are predicted
in relation to sensitive receptors, including human beings, built resources and natural resources. The
sensitive receptors considered in the ES include local residents and businesses, heritage assets and
designations, road users, water resources, construction workers and future occupiers of the Site.
3.6 Effects are identified and assessed using a variety of methods, including modelling and calculations. Each
assessment attaches a level of ‘significance’ to the effects which have been identified, i.e. either major,
moderate, minor or negligible. Short and long-term (temporary and permanent), direct and indirect effects
have been assessed. The nature of the effects are expressed as being either adverse (negative), negligible
or beneficial (positive). The significance of effects has been determined using best practice and published
standards. Professional judgment has also been applied by the technical specialists in
situations/circumstances where no legislation, definitive standards or/and industry guidance is available.
Where adverse effects are identified, mitigation measures are recommended to reduce the significance of
the effect. ‘Residual effects’ are the effects that remain after mitigation measures have been implemented.
3.7 The EIA Regulations require that ‘cumulative’ effects are considered in the ES. Cumulative effects can arise
from individual effects of the Development interacting (e.g. traffic, noise and air quality). These interactions
are considered in Section 14 of this NTS. Cumulative effects which may result from the Development in
combination with other development schemes in the vicinity of the Site are considered in each technical
section of the NTS (sections 6-13). The development schemes considered in the cumulative assessment are
shown in Figure 3.1.
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Figure 3.1: Cumulative Schemes
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4 Alternatives 4.1 The ES is required to present a description of the main alternatives considered by the Applicants and an
indication of the main reasons for selecting the chosen option, including a comparison of the environmental
effects. It can be expected that the Site would be re-developed, even in the absence of the current
Development proposals, given that the Site is allocated for redevelopment in the LBH Local Plan.
4.2 No alternative sites were considered by the Applicant for the proposed Development.
4.3 If the Site was not developed, the Site would remain with existing businesses likely to continue to trade in
the short term, and localised disruption from construction would not arise. Adverse effects associated with
the completed Development would not arise (e.g. Daylight, Sunlight and Overshadowing to neighbouring
properties). However, the beneficial effects associated with the opportunity to deliver new homes of
architectural quality (including affordable housing), new and improved public realm, new flexible
commercial/office/retail space that provides new job opportunities, and a health centre would not be
realised.
4.4 Initial baseline data indicated that the Site was subject to levels of noise and air quality pollution above
regulation standards. The Development has been designed with non-residential uses located on the ground
floor on roads that experience high volumes of the traffic with residential accommodation sitting above
either a single or double height ground-floor level. This enables an active frontage as well as raising the
residential uses above the street level, thereby mitigating some of the noise and air quality effects from the
surrounding road network.
4.5 Due to the Sites’ favourable PTAL rating and availability of public transport in the surrounding area, the
Development has been designed to be car free with only 31 accessible parking spaces being provided for
future residents. This will result in a net reduction in the number of vehicle movements to/from the Site
over the existing baseline, thereby helping to reduce the levels of noise and air quality pollution in the Site’s
locality.
4.6 The LBH are developing a decentralised energy network (‘DEN’) to serve the Tottenham Area Action Plan.
The long-term energy strategy is to connect to the DEN. Boilers to be installed in each plot are to be
‘connection ready’ to the proposed DEN. When the DEN is installed, boilers would be decommissioned (or
utilised by DEN). This could potentially have beneficial impacts on air quality within the immediate vicinity
of the proposed boilers, but this will need to be considered in the context of additional emissions in the
wider area as a result of the DEN.
4.7 The scale, location and orientation of tall buildings within the Development has been developed in response
to iterative wind and daylight, sunlight and overshadowing modelling. This has helped improve daylight and
sunlight and pedestrian wind comfort levels in proposed amenity areas within the Site and reduced
potentially adverse overshadowing effects on surrounding residential properties.
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5 Description of Development 5.1 The use and amount of built development proposed by the detailed planning application is set out in
Table 5.1.
Table 5.1: Key Components of Development
Type Proposed Area/Unit
Residential (Use Class C3)
Total Units Up to 1,036
Units Mix
76 (Studio);
432 (1 bedroom apartments);
453 (2 bedroom apartments); and,
75 (3 bedroom apartments)
Total Floorspace (Gross Internal Area (GIA)) 97,370m2
Non-Residential Use – Option A (GIA)
Retail (Use Class A1 – A4) Up to 3,785m2
Leisure (Use Class D2) Up to 1,299m2
Office (Use Class B1(a)) 831m2 to 3,317m2
Health Centre (Use Class D1) 1,643m2
Non-Residential Use – Option B (GIA)
Flexible Retail/Office (Use Class A1 – A4) Up to 4,571m2
Flexible Retail/Leisure (Use Class D2) 2,342m2
Office (Use Class B1(a)) 831 to 5,402m2
Health Centre (Use Class D1) 1,643m2
Amenity Space
Private Amenity Space (Terraces and Balconies)
(GIA) 5,616m2
Communal Residential Amenity Space (Terraces and
Gardens) (Gross External Area (‘GEA’)) 3,001m2
Parking
Residential Accessible Car Parking 31
Cycle Parking (Short & Long Stay) 1,999
On Street Car Parking 11
Description of Development – By Plot
5.2 Welbourne comprises a mansion block with three residential blocks situated above the ground floor
arranged around a central podium courtyard at the first-floor level. The Health Centre will be located within
this plot, along with a retail/business unit located on the ground floor. On-street parking and emergency
access has been provided along Chesnut Road and Fairbanks Road in order to service the Health Centre.
The buildings step down in height from 16 to seven storeys.
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5.3 Ashley Road West is an L-shaped building that fronts onto Ashley Road and Hale Road and encloses a central
courtyard which contains accessible residential car parking spaces. The building is 15 storeys in height
stepping down to five storeys.
5.4 The Ashley Road East building fronts onto Ashley Road and Watermead Way. The ground floor and
mezzanine level includes provision for non-residential floorspace allocated for retail, business, office and
community/leisure uses. The building is 19 storeys in height stepping down to five storeys.
5.5 The North Island building fronts onto the Hale Road and back onto the Tottenham Hale Premier Inn. The
ground floor level includes two retail and community/leisure use units. The building is 19 storeys in height.
5.6 Ferry Island comprises three buildings (Building 1 and 2 as well as the Pavilion) that enclose a new public
square (‘Ferry Square’). Building 1 fronts onto the Tottenham Hale Bus Station to the east and Ferry Lane
to the South. The Pavilion fronts onto Ferry Lane and is situated between Building 1 and 2, while Building 2
fronts onto Station Road to the west and Ferry Lane to the south. Building 1 is 38 storeys in height stepping
down to 20 storeys in the south and Building 2 is 14 storeys in height stepping down to seven storeys where
it fronts onto Ferry Lane. The Pavilion building is two storeys in height and contains flexible retail/office
floorspace.
5.7 Situated beneath Buildings 1 to 2 is a single storey basement which serves these buildings. Two design
options for the basement, ground and mezzanine levels are being submitted for the Ferry Island plot. Both
design options locate the basement below Buildings 1 and 2 and provides cycle spaces, an energy centre,
plant storage areas and auxiliary rooms. However, the second design option incorporates a cinema and
additional shared amenity for building users spread across the basement, ground-floor and mezzanine
levels, increasing the non-residential floor area by approximately 795m2 GIA.
5.8 Table 5.2 defines how the total quantum of Development is split across the five plots.
Table 5.2: Building Summary
Plot Use Building Height
Welbourne
137 residential units comprising 48 1-bedroom
apartments; 73 2-bedroom apartments; and 16 3-
bedroom apartments. 1,643m2 Health Centre (D1 Class
use) and 267 m2 flexible Non-Residential use space (A1-
A4, B1(a) Class uses).
7 to 16 Storeys
Ashley Road West
98 residential units comprising 26 1-bedroom apartments;
62 2-bedroom apartments; and 10 3-bedroom
apartments. 522 m2 of Non-Residential use space (A1-A4,
B1(a) Class uses).
5 to 15 Storeys
Ashley Road East
183 residential units comprising 11 Studio apartments; 97
1-bedroom apartments; 64 2-bedroom apartments; and
11 3-bedroom apartments. 551m2 (A1-A4, B1(a) Class
uses), 519m2 (A1-A4, D2 Class uses) and 831 of Office (B1
Class use).
5 to 19 Storeys
North Island
136 residential units comprising 16 Studio apartments; 43
1-bedroom apartments; and, 77 2-bedroom apartments.
448m2 Non-Residential use space (A1-A4, D2 Class uses).
19 Storeys
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Plot Use Building Height
Ferry Island
482 residential units comprising 59 Studio apartments;
218 1-bedroom apartments; 177 2-bedroom apartments;
and 38 3-bedroom apartments. Option A – 1,146m2 (A1-
A4, B1(a) Class uses) and 332m2 (A1-A4, D2 Class uses); or
Option B – 889m2 (A1-A4, B1(a) Class uses) and 1,375m2
(A1-A4, D2 Class uses).
7 to 38 Storeys
5.9 All residential buildings have access to communal residential amenity space which would comprise both
hard and soft landscaping, accessed via communal stairs and lift cores. Private amenity space is provided
for all residential units through the provision of recessed or projecting balconies or terraces. Play space for
children aged 5 and under will be provided within each of the plots, with North Island also providing play
space for children aged 5-11 years.
5.10 The Development includes a series of open spaces, amenity spaces, public realm and play space. Across the
Site as a whole there will be 10,166m2 of open space.
5.11 The LBH are developing a decentralised energy network (‘DEN’) to serve the Tottenham Area Action Plan.
The long-term energy strategy is to connect to the DEN, however until the DEN is delivered energy for the
Development will be provided by a combination of gas boilers and roof mounted photovoltaics. Boilers are
to be installed in each building to be ‘connection ready’ to the proposed DEN. When the DEN is installed,
boilers would be decommissioned (or utilised by DEN) and heat would be supplied from an energy centre,
planned to be located under the Watermead Way flyover.
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6 Demolition and Construction 6.1 It is expected that the Development would come forward over an approximate four-year construction
period, with construction expected to commence in mid-2019 and with the Development being fully
occupied by early 2023. An indicative demolition and construction programme has been prepared which
shows that work activities for plots are likely to overlap to some extent (e.g. ground works for a building
occurring on Ashely Road West at the same time as superstructure works for Welbourne).
6.2 A Construction Environmental Management Plan (‘CEMP’) will be prepared prior to demolition and
construction works starting on-site and would be in place during the works. This will provide management
procedures and protocols for avoiding, minimising or otherwise dealing with effects on the environment
and local community during construction. A Framework CEMP has already been prepared and accompanies
the ES.
6.3 A Construction Logistics Plan (‘CLP’) will be in place to minimise traffic related issues associated with the
construction works which will be subject to agreement with LBH. A draft CLP has been prepared and
accompanies the ES.
6.4 Likely significant environmental issues associated with the enabling, demolition and construction works,
and measures identified to mitigate these effects are discussed within each technical section (sections 7 -
13).
6.5 The Development will seek to reuse materials and minimise waste production, including that of energy and
water, wherever possible.
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7 Socio-Economics 7.1 The ES provides an assessment of the existing baseline and the socio-economic effects of the Development
including:
• Economic effects such as new jobs and spending from new residents; and,
• Effects arising from the new resident population. These include demand for schools, primary
healthcare, open space and play space.
7.2 The Site is primarily located in the Tottenham Hale ward within LBH, with the assessment also considering
the neighbouring wards of Tottenham Green and Bruce Grove. The precise number of full time equivalent
(‘FTE’) jobs currently accommodated by the existing Site uses is not known, however by applying standard
guidance3 and making reasonable assumptions it has been calculated that the Site could accommodate up
to 110 jobs. There are 11 residential dwellings currently on-site.
7.3 There are nine primary schools within 1km of the Site, with the closest being Welbourne Primary School
located approximately 100m to the south. There are twelve secondary schools within the LBH, with the
closest being the Harris Academy Tottenham located approximately 350m to the north. There are seven
General Practitioner (‘GP’) surgeries and nine dental practices within approximately 1km of the Site, the
closest of which is Tottenham Hale Medical Practice, 200m north east.
7.4 There are 12 open spaces and nine playspaces within 800m of the Site. The closest open space is Down
Lane Park, approximately 50m to the north-west of the Site. This park also contains a playspace area.
Demolition and Construction
7.5 Demolition of the existing structures and construction of the Development would result in a temporary loss
of residential units and employment floorspace from the Site. This is considered a negligible and minor
adverse effect, respectively.
7.6 It is estimated that the Development will generate an approximate monthly average of 630 FTE construction
jobs over the duration of the construction of the Development, which is considered a negligible effect at
the regional level. This construction employment would lead to additional spending in the local area and
benefits for the supply chain (for example suppliers and trades). These effects would be beneficial.
Completed Development
7.7 The completed Development would provide new employment floorspace and a new health centre. This will
likely accommodate between 230 and 520 FTE jobs, leading to a net increase on-site of 120 – 410 jobs
taking into account the loss of existing jobs. This is considered a minor beneficial effect at the local level
and negligible at all other spatial scales.
7.8 The Development would deliver up to 1,036 new homes on the Site. This equates to 6.9% of the overall
target for LBH. This is considered a major beneficial effect at the local level; moderate beneficial at the
borough level; and minor beneficial at the regional level.
7.9 Based on the future housing provision, the estimated future population of the Development would be
approximately 1,600 residents. This would create a demand for 18 primary school places and 12 secondary
school places. There is currently surplus capacity availability in the borough for both primary and secondary
schools, and the Development would not place significant additional pressure on school places.
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7.10 An additional 1,600 residents accommodated by the Development would result in a need for the equivalent
of 0.9 GPs. The Development includes provision of a new health centre with capacity to accommodate up
to 10 GPs and other additional healthcare services, along with additional support staff. It is considered that
the Development would have a major beneficial effect at the local level, and negligible effect at all other
spatial scales.
7.11 The Development includes a series of open spaces, amenity spaces, public realm and playspace, including
10,166m2 of open space and 600m2 of playspace. Therefore, it is considered that the Development would
have a negligible effect at all spatial scales on open and playspace.
7.12 The Development would generate economic benefits for the local economy through indirect spending. The
1,036 new homes would generate approximately £14.6 million per annum in additional spending. The
spending impact of net new employees accommodated by the Development would equate to £280,000 to
£960,000 per annum. Given the Site’s location adjacent to Tottenham Hale Retail Park, which along with
the Site and surrounding area is earmarked to become a new District Centre, it can expected that a
significant proportion of this will be captured locally.
7.13 The Development has been designed in line with best practice crime prevention measures and therefore is
considered to have a negligible effect on crime.
Cumulative Effects
7.14 The cumulative schemes in the local area along with the Development would deliver more new housing,
generate employment and have a beneficial impact on the local economy through additional spending,
which together would have a beneficial effect in terms of socio-economics. Potential adverse effects on
health and education would be addressed through planning obligations and the provision of the new Heath
Centre provided by the Development.
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8 Transport and Access 8.1 A detailed study of the effects of the Development on local highways, public transport, pedestrians and
cyclists has been undertaken. This study is presented in a Transport Assessment which accompanies the ES.
8.2 An assessment of baseline traffic conditions has been informed by recent traffic survey data for the local
highway network along with on-site observations and a desk-based audit. Sensitive receptors have been
identified as residents, pedestrian, cyclists and drivers along the local highway network and users of the
public transport network.
8.3 The assessment focuses upon the effects of severance (which is the perceived division that can occur within
a community when it becomes separated by increases traffic on the road network), driver delay, changes
in parking and accessibility, pedestrian delay and amenity, hazardous and dangerous loads, accidents and
safety, as well as changes in accessibility, journey times, distances for public transport nodes and changes
parking, taxi operation, deliveries and servicing for the operational phase. Effects of dust and dirt are
considered in Section 8: Air Quality.
8.4 The Site currently has a PTAL of 6a representing ‘Excellent’ access to public transport services. A total of
eight bus routes serve the Tottenham Hale bus station, adjacent to the east of the Ferry Island Site
boundary. Tottenham Hale Train Station and Underground stations are located approximately 100m east
of the Site. These provide local and regional services between London and towns including Cambridge and
Bishop’s Stortford and a connection to the Victoria Line. A number of car clubs operate within LBH. The
closest vehicle (Zipcar) is located north of the Site on Mafeking Road, approximately 675m from the Site
boundary with space for two vehicles.
8.5 The Site benefits from connections to a number of cycle routes and roads in the immediate vicinity are
considered appropriate for cycling in accordance with Transport for London guidance.
8.6 Baseline traffic surveys were carried out in 2018 and were used to inform the traffic modelling work.
Accident data obtained from Transport for London for the last three years shows that there was a total of
seven accidents at the junction between Ashley Road, Station Road and Watermead Way, invariably
involving pedestrians, of which one was fatal. It is noted however that changes to the Tottenham Hale
Gyratory and Bus Station have taken place which has improved conditions for pedestrians at this location.
The local road infrastructure would not appear to have any significant safety issues.
Demolition and Construction
8.7 The potential effects of during demolition and construction have not been assessed by the ES. As outlined
within the EIA Scoping Report the quantum of construction vehicles during the peak construction period is
likely to be of negligible significance when compared against the existing traffic flows generated by the
existing Site uses. As a result, construction effects have been scoped out of assessment within this ES as
agreed with the LBH via the Scoping Opinion (Appendix 3.2B).
Completed Development
8.8 The Transport Assessment models the predicted number of vehicles travelling to and from the Site in the
morning (‘AM’) and evening (‘PM’) peak hours in 2023 when the Development is expected to be fully
complete and operational. The number of vehicles with the completed Development in place was then
compared to that without the Development. The Development is expected to generate between +32 vehicle
trips in the AM and -130 and vehicle trips in the PM peak hours, which represents an average change of
between 0% and -5.7% on the modelled highway links. The significance of effects on severance has been
assessed as negligible (not significant).
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8.9 An assessment of the capacity of modelled highway networks near to the Site has been undertaken to
establish whether the Development will affect driver delay. The results show the expected vehicle
movements generated as a result of the Development would have no material effect, and the effect on
driver delay would be negligible (not significant).
8.10 Signalised pedestrian crossings are already provided at junctions on the surrounding network, which allow
pedestrians to cross without significant delay, regardless of traffic flows. Traffic generated by the
Development is not considered to be significant and as such the effect on pedestrian delay would be
negligible (not significant).
8.11 New public space and pedestrian and cycle routes within the Development would allow people to move
through the Site and would encourage people to walk and cycle rather than use cars. The Development
would also provide up to 1,928 cycle parking spaces for occupants and users of the Site. This would further
encourage people to use alternative modes of transport rather than cars. The effect on comprehensive
development infrastructure is therefore considered to be a minor beneficial effect (not significant).
8.12 The Development is not expected to result in any increase in accidents, especially when taking into account
the results of the accidents and safety data analysis. It is therefore concluded that the significance of the
effect will be negligible (not significant).
8.13 The Development is not anticipated to require any hazardous and dangerous loads to be operated and
therefore hazardous and dangerous loads would not be delivered to the Development. It is therefore
concluded that the significance of the effect will be negligible (not significant).
8.14 An assessment of the extra demand on local public transport services from the Development concludes that
all modes of public transport would have adequate capacity to cope with the increase in passenger demand.
Given the high frequency of services and available capacity, the significance of the effect is considered to
be negligible (not significant).
8.15 The Development has been designed to accommodate parking, taxis, deliveries and servicing on Site, there
will be no impact on surrounding infrastructure and existing on-street parking will be maintained. It is
therefore concluded that the significance of the effect will be negligible (not significant).
8.16 The completed Development has been demonstrated to have either negligible or minor beneficial
permanent effects on the receptors identified, which are not significant. No specific additional mitigation
measures are required, however a Residential Travel Plan and Framework Travel Plan will be implemented
with the aim of reducing private car use. The Development will also be subject to a Delivery and Servicing
Plan that will manage the arrival and departure of delivery and servicing vehicles and their activities when
on-site and a Car Park Management Plan will be adopted that will set out the management and operation
of the on-site parking provision.
Cumulative Effect
8.17 The cumulative effect with other developments (Figure 3.1) has been considered and has been taken into
account in the data used to assess the completed Development. It is considered that there would be minor
adverse effects on driver delay and changes in accessibility, journey times, distances for public transport
nodes, a minor beneficial effect on pedestrians and cyclists related to comprehensive development
infrastructure, and a negligible effect on all other environmental impact criteria. Overall, the cumulative
effect of the Development with cumulative developments is not significant.
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9 Air Quality 9.1 The whole of LBH has been designated an Air Quality Management Area (‘AQMA’) as a result of high
nitrogen dioxide (NO2) and fine particulate matter (PM10) concentrations, primarily associated with road
traffic exhaust emissions. The Site is located within this AQMA and the assessment focuses on these
pollutants.
9.2 Information on existing air quality conditions was obtained to inform the assessment, including LBH air
quality monitoring data and data published by Department for Environment, Food & Rural Affairs. The
closest LBH air quality monitoring station is approximately 1km north-west of the Site boundary. The results
of the air quality monitoring survey show that NO2 concentrations exceed the annual average objective
value of 40 units at a number of local existing residential properties in the study area. However,
concentrations at these locations are predicted to decrease as emissions from cars improve in the future,
although there are still predicted to be a small number of properties where concentrations will remain
above the annual average objective value.
Demolition and Construction
9.3 Demolition and construction works have the potential to create dust and fine particles (particulates) before
using any mitigation and control measures, especially during any earth-moving activities. The amount of
dust generated is influenced by the type of activity taking place and is therefore usually temporary in
nature. Dust would be controlled through a range of good practice measures which are defined in the
Framework CEMP such as dampening of surfaces, covering of stockpiles and sheeting of laden vehicles.
Regular monitoring would also be implemented by contractors on the Site to minimise the risk of dust
causing a potential nuisance for local residents within and around the Site. With these measures in place
the dust effects of the construction period would be negligible. Exhaust emissions from construction plant
on-site would also not be significant.
9.4 The number of construction vehicles accessing the Site during construction has been estimated at 28 two-
way vehicle trips per day and, based on industry practice, this volume of traffic is not expected to have any
significant air quality effects. Nevertheless, as a matter of best practice, a CLP will be in place to pre-plan
and manage traffic to minimise the potential for disturbance to occupants of nearby properties. With these
measures in place, it is expected that any residual effects will be ‘not significant’.
Completed Development
9.5 The Development would lead to a reduction in traffic flows to the Site, therefore the principal operational
effects of the Development relate to the new energy plant that will meet the Development heating and hot
water demands. Future occupants of the Development will, however, also be subject to the impact of
emissions from traffic on local roads.
9.6 Whilst construction of the Development will not be fully completed until 2023, it is anticipated that Ashley
Road West may be completed and occupied by the end of 2020. As such, and in order to provide a
conservative assessment, the assessment of effects relating to the proposed energy plant and existing road
traffic has been undertaken for a future assessment year of 2020.
9.7 The operational impacts of the emissions from the proposed on-site boilers and generators have been
assessed. Concentrations have been modelled for 49 receptor locations within the study area, which
represent exposure at existing, committed and cumulative developments. In addition, the effects of traffic
from local roads, with allowance for growth in traffic from other future developments, and the new energy
plant have been considered for future residents of the Development.
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9.8 The completed Development is predicted to have a negligible impact on NO2 and PM10 concentrations. The
assessment demonstrates that future residents and users of the Development will experience acceptable
air quality levels, with pollutant concentrations below the relevant air quality objectives. Therefore, the
changes in the concentration of these pollutants is predicted to have a negligible effect on air quality in the
long term at all existing and future receptors considered. No mitigation or monitoring measures are
considered necessary for air quality as no significant effects have been identified.
9.9 The Development complies with the requirement that all new developments in London should be at least
air quality neutral.
Cumulative Effect
9.10 If, as per the Development, the cumulative schemes implement their own CEMP to mitigate dust nuisance
effects it is considered that cumulative dust effects would be negligible.
9.11 The traffic data used within the air quality assessment for the future year of 2020 includes traffic related to
other relevant cumulative schemes in the surrounding area and therefore comprises a cumulative effect
assessment in this regard. The cumulative effect is therefore negligible.
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10 Noise and Vibration 10.1 Baseline noise surveys were carried out to establish the existing baseline conditions in and around the Site
in January 2018. The surveys show part of the Site to be exposed to relatively high levels of noise during the
daytime and night-time periods, associated with road traffic movements along busy roads within the area.
Noise around the Site is considered to be high and representative of a busy urban environment adjacent to
local transport infrastructure.
10.2 The most sensitive receptors to the Development are residential properties located on nearby roads
including Hale Road, The Hale, Monument Way, Chesnut Road and Fairbanks Road, as well as the future
occupants of the Development.
10.3 Baseline vibration surveys were carried out at three locations in February 2018 to assess the potential for
vibration ingress from the nearby London Underground Victoria Line on the completed Development. The
results of these measurements have been used to establish baseline conditions against which potential
noise and vibration effects associated with the Development are assessed. The baseline measurements
have also been used to undertake an assessment of Site suitability for the Development, the objective of
which is to determine whether satisfactory internal noise and vibration levels are achievable.
Demolition and Construction
10.4 The potential effects of vibration during demolition and construction have not been assessed by the ES and
was scoped out of assessment within this ES as agreed with the LBH and the ASB Specialist Officer (Noise)
via the Scoping Opinion (Appendix 3.2B).
10.5 The assessment of demolition and construction noise effects considers the absolute level of demolition and
construction plant noise and the relative noise level against the pre-existing ambient noise outside nearby
sensitive receptors. During the demolition and construction phase, there will be temporary increases in
noise levels occur over which can be expected with any construction site. Mitigation measures would be in
place as part of the Framework CEMP as well as a CLP and include the use of hoarding, regular maintenance
of plant, restricted hours of work and traffic management routing to minimise disturbance. With these
measures in place, the significance of temporary construction noise would range from negligible to
moderate adverse at all receptors depending on the relationship of the construction phase to the receptor
(e.g. how far it is away and if there are any intervening buildings).
10.6 The effect of construction traffic noise generated by the Development would be negligible at all locations
as the predicted increases in construction road traffic noise levels at all receptors would be less than 1dB.
Completed Development
10.7 A 3-dimensional computer model of the Development was used to predict the likely noise levels on the
sides of the proposed buildings as well at the amenity spaces. The assessment considered noise from
building services plant, and noise from traffic once the Development is fully operational.
10.8 Due to the urban location of the Site and its location next to roads, small parts of proposed amenity areas
would be exposed to levels above a guideline level of 55 decibels (dB) LAeq,16hr (which indicates the annual
average noise levels for the 16-hour period between 0700 – 2300), defined by the World Health
Organisation. These levels, however, are not unusual in London and are considered acceptable given its
urban location when accounting for the convenience and desirability of living in the area.
10.9 The Development has been designed such that LBH’s noise limits for building plant are achieved. The
assessment demonstrated that noise levels from building plant at all assessed receptors will be within the
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recommended fixed noise limits. As such, no significant adverse effects associated with building services
plant noise are expected.
10.10 Predicted increases in noise levels from future road traffic at all receptors would be less than 1dB, which
equates to a negligible effect on all receptors.
10.11 Predicted vibration levels demonstrate a negligible effect in all locations for the Development.
10.12 An assessment of the suitability of the Site for sensitive residential development finds that suitable internal
acoustic conditions can be provided through appropriate specification of facade sound insulation, which
would equate to negligible effects for the proposed residences. Glazing and other design measures to
mitigate existing sources of noise will achieve levels identified in the ES and the final design details will be
agreed with LBH.
Cumulative Effect
10.13 In the event that the demolition and construction works for cumulative schemes overlap with those of the
Development, it is likely that any large-scale demolition and construction associated with other nearby
developments will also be controlled via a Section 61 agreement with LBH and CEMPs, secured by planning
condition, in order to mitigate noise and vibration impacts on the receptors considered above. As such, the
impacts would not be expected to lead to significantly higher effects that those identified above (i.e.
moderate adverse to negligible).
10.14 The traffic data used within the noise assessment for the future baseline includes traffic related to other
relevant cumulative schemes in the surrounding area and therefore comprises a cumulative effect
assessment in this regard. There would be no significant cumulative effects from road traffic or delivery and
servicing vehicles and the cumulative effect is therefore negligible.
10.15 It is reasonable to assume that noise from fixed plant associated with the adjacent developments would be
subject to a standard planning condition issued by LBH. As such, the cumulative effect of noise from fixed
plant from the cumulative schemes and the Development would be negligible.
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11 Ground Conditions and Contamination 11.1 The baseline conditions at the Site have been determined using historical maps, published reports and data
and the results of ground investigation and sampling. The assessment focused on the risk of contamination
at the Site and how construction of the Development may affect residents and natural resources.
11.2 All five plots that make up the Site are previously developed land and were identified as being potentially
affected by contamination arising from on-site previous land use/and or current land uses. The potential
for contamination affecting the Site due to migration from adjacent site uses both historic and current was
also identified. There is a moderate risk to Site users, during redevelopment of the Site, from the presence
of Unexploded Ordnance (UXO) from World War II.
11.3 The Site does not have a national, regional or local geological protected sites designation. The geology at
the Site comprises made ground (land that has been man made and generally 3-5m thick at the Site), Enfield
Silt and Kempton Park Gravel Formation (between 0.3-5.55m thick at the Site), overlying London Clay (up
to 21.5m below ground level). This is underlain by the Lambeth Group which is designated as a secondary
aquifer. The aquifer is protected from downward migration of contaminants from the surface by the
presence of the London Clay which acts as an impermeable barrier.
11.4 A preliminary investigation identified hotspots of potential contamination on the Site associated within the
former land uses including lead, asbestos, ammonia and volatile organic carbons.
11.5 Mitigation measures, including pollution prevention measures and good site practice, will be employed
throughout the demolition and construction process, as part of the CEMP to minimise risks of pollution or
exposure from existing sources of contamination. These measures will be agreed with LBH and will be
informed by an Unexploded Ordnance Assessment and further ground investigation with soil, groundwater
sampling as well as testing for ground gas which may be present. Details of further site investigation and
remediation works will be subject to approval with LBH prior to construction works starting and it is
expected would be subject to planning conditions.
Construction
11.6 Due to the low level of contamination encountered to date, the disturbing of the soils containing
contamination is anticipated to have a negligible effect on construction workers or the surrounding users.
In terms of the likely effects, it is considered at this stage that the Development will have negligible effects
on human health from direct contact or ingestion from disturbing soils impacted by contamination. Effects
on water quality from leaching of contaminants or piling through made ground is considered to be minor
adverse or negligible. Excluding the UXO risk, which will be appropriately managed, adverse effects
identified during construction works are generally short term and temporary.
11.7 Since exposure to asbestos has a latency period, whereby any asbestos diseases develop many years after
exposure, this is considered a permanent effect.
11.8 In relation to effects associated with ground contamination, materials re-use and waste, the Development
will bring about an overall improvement as existing environmental risks associated with contamination will
be addressed through remediation works. An overall negligible residual effect associated with the removal
and/or remediation of existing contamination sources is anticipated.
11.9 The residual effects from the demolition and construction works are assessed as being negligible to minor
beneficial on the basis that site investigations and remediation, or the excavation and disposal of
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contaminated soil from the Site (as required), will be completed prior to the Development being
constructed.
Completed Development
11.10 The completed Development will cover the Site with hard surfaces and landscaping (with an appropriate
thickness of clean material and soils), removing the pathways between the end user and contamination
with the exception of potential pathways for ground gas. The risk from contamination at the Site after the
Development is complete is considered to be negligible as the clean layer topsoil will prevent the risks of
people being exposed to contamination and prevent other risks to the environment. If required, the design
will incorporate measures to protect people and buildings from ground gas (to be confirmed following
further site investigation and ground gas monitoring).
Cumulative Effect
11.11 When completed the Development will contribute to the regeneration of the wider Tottenham Hale area
which includes industrial sites immediately to the north of Ashley Road East and Ashley Road West, such as
the Cannon Factory and Berol Yard sites, with cumulative beneficial improvements expected in land and
groundwater quality over the local area.
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12 Daylight, Sunlight and Overshadowing 12.1 An assessment has been undertaken to establish the effect of the Development on surrounding properties
and amenity space in-line with guidance published by the Building Research Establishment (‘BRE’)4. The
assessment has considered the effect that the Development could have on buildings as shown in
Figure 12.1.
Figure 12.1: Existing properties considered in Daylight and Sunlight Assessment
12.2 The Development has been designed to minimise the loss of daylight and sunlight at surrounding residential
properties, in particular properties on Hale, Chesnut and Fairbanks Roads to the West of the Welbourne.
12.3 BRE Guidance provides two different methods for assessing daylight for existing residential
accommodation: Vertical Sky Component (‘VSC’) and No Sky Line (‘NSL’) methods. When reviewing the
daylight results for each property, they should be read sequentially; VSC and then NSC. In the first instance
the VSC results should be considered.
12.4 The VSC represents the amount of visible sky that can be seen from the mid-point of a window, from over
and around an obstruction in front of the window. The maximum value is almost 40% for a completely
unobstructed vertical wall. If all the windows in a building meet the VSC criteria, it can be concluded that
there will be adequate daylight potential to the windows in question. If the windows in a building do not
meet the VSC criteria, the NSC analysis for the room served by that window needs to be considered.
12.5 The NSL assessment follows the division between those parts of a room that can receive some direct skylight
from those that cannot. If from the point in a room on a working plane (a plane 850mm above the floor) it
is possible to see some sky then that point will lie inside the NSL contour. The BRE Guide states that at least
80% of a room should be able to see the sky at working plane height. If the NSC criteria for the room in
question are met, then there will be adequate daylight to that room.
12.6 Annual probably sunlight hours (‘APSH’) is a measure of sunlight that a given window may expect over a
year period. Windows are only considered relevant if they are oriented within a 90° of due south, face the
Site and are through to serve main habitable living areas such as living rooms. As such, some windows /
rooms surrounding the Development have been excluded from the APSH assessment as they do not match
these criteria.
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12.7 The assessment predicted the levels of existing and expected levels of daylight, sunlight and overshadowing
of neighbouring properties with the Development in place, using a 3-dimensional computer model of the
Development and specialist software.
Baseline Conditions
12.8 The majority of the surrounding properties meet the BRE Guidelines for levels of daylight and sunlight. The
VSC results demonstrate that 65% of the surrounding building windows currently meet the VSC and 97%
currently meet the NSL criterion. This is likely to be due to the low profile of the existing buildings, or no
buildings, currently located on the Site, allowing daylight and sunlight to easily reach the surrounding
properties / windows. However, there are a number of windows which currently do not meet the BRE Guide
in the existing baseline scenario in relation to VSC and APSH due to overhead balconies on these properties
inhibiting the access of daylight to windows and rooms below them. All of the amenity areas meet the BRE
Guidelines for overshadowing.
Completed Development
12.9 The VSC is an assessment of the available sky light which falls on the centre of the external face of a window.
The VSC assessment therefore does not represent the internal room configurations, window size, room use
or available light within the room. The VSC results demonstrate that the majority of the surrounding
windows will not be materially impacted by the Development in terms of daylight. The VSC results
demonstrate that 62% of the surrounding building windows will fully comply with the VSC criteria (a 3%
decrease over the baseline condition), and therefore experience a negligible effect. For the windows that
were below VSC criteria: 83 windows (16%) will experience a minor effect (not significant); 67 windows
(12%) will experience a moderate effect (significant); and 51 windows (9%) will experience a major effect
(significant). The majority of windows that will experience a moderate effect will retain reasonable levels
of VSC (ranging between 15% - 26.9%). Of the 51 windows that will experience a major effect, 10 will achieve
what is considered to be reasonable levels of VSC (ranging between 15%-26.9%). While 17 of the 18 major
effects on the 32-86 Hale Gardens are for windows located on the first floor beneath an overhanging
balcony walkway on the second floor. This limits their availability to achieve higher levels of daylight, which
can be seen in the existing baseline scenario where these windows receive between 9%-14% VSC. Overall,
the majority (85%) of windows either meet BRE Guidelines or will retain reasonable levels of VSC.
12.10 The NSL results demonstrate that 89% will fully comply with the NSL criteria and experience a negligible
effect. For the windows that were below NSL criteria: 21 rooms will experience a moderate effect
(significant) and 2 rooms will experience a major effect (significant). The NSL results show that while a small
number of significant effects (moderate and major) are noted, the Development will have a largely
negligible effect (not significant) on the surrounding residential properties with the vast majority of rooms
assessed meeting the BRE NSL criteria with the Development in place.
12.11 The APSH results demonstrate that of the 371 rooms assessed, 78% will fully comply with the APSH criteria
and be negligible in effect. For the rooms that are below APSH criteria: no rooms will experience a minor
effect (not significant); 27 rooms will experience a moderate effect (significant); and 53 rooms will
experience major effects (significant). The results demonstrate that the majority of rooms within the
surrounding residential properties will experience a negligible effect (no significant), with many rooms
retaining reasonable levels of sunlight in APSH terms. The results show that some rooms will receive levels
of sunlight below the BRE’s numeric criteria, however these are within the BRE’s 20% reduction allowance,
with many retaining reasonable levels of sunlight for an urban area. When compared to the baseline
scenario, the results demonstrate that the majority of rooms assessed will meet the BRE ASPH criteria, as
the reductions in APSH levels are small and the retained values of sunlight are high.
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12.12 The analysis of the Development indicates that all of the amenity areas assessed will meet the BRE Guide,
as the Development will not reduce the amount of direct sunlight that these areas experience beyond a
negligible degree.
Cumulative Effects
12.13 The majority of the cumulative development schemes are to the north of the Development and surrounding
receptors, and will not have a significant impact in daylight, sunlight and overshadowing terms. Therefore,
when considering the impact of cumulative development schemes, the results closely mirror those in the
Completed Development scenario, demonstrating that the overall outcome will not be materially affected
by cumulative schemes. This is because the scale, mass and positioning of the cumulative schemes is not
close enough to combine with the Development to cause materially significant effects to the existing
surrounding properties.
12.14 The VSC results for the cumulative scenario demonstrate that 6% fewer windows will meet the BRE VSC
criteria, however the vast majority of the effects remain negligible (not significant). The NSL and ASPH
results for the cumulative scenario demonstrate that 1% and 2%, respectively, fewer rooms will meet the
BRE NSL and ASPH criteria. However, these results are not considered to be materially significant when
compared with the Development scenario. The overshadowing results for the cumulative scenario
demonstrate that of the 12 areas assessed, all (100%) will meet the BRE’s criteria.
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13 Wind 13.1 A 3-dimensional model of the Development was constructed to test in a wind tunnel facility in order to
predict the comfort and safety of pedestrians in and around the Site once the Development is complete.
The conditions with and without the Development were tested with existing surrounding buildings.
Conditions with cumulative schemes were also tested.
13.2 Wind tunnel testing of a physical 3D model has been combined with wind statistics to predict wind
conditions in and around the Development, in accordance with industry standards and best practice. The
meteorological data for the Site indicates that prevailing winds are from the south-west throughout the
year with secondary winds from the north-east direction, particularly during late spring and early summer.
13.3 Baseline conditions are considered to be relatively calm throughout the Site and surrounding area as the
wind conditions at the ground level during the windiest season range from acceptable for sitting use to
strolling use, with mainly standing use throughout the Site. In the summer season, conditions become even
calmer, the wind conditions on the Site and in the surrounding area mainly acceptable for sitting use, and
at some locations are suitable for standing use.
Completed Development
13.4 When the Development is in place, Site conditions generally get windier as a result of the introduction of
tall buildings onto the Site although the majority of locations remain acceptable for their intended use.
During the windiest season, winter, wind effects range from negligible to moderate beneficial at all
locations across the Site due to the implementation of landscaping and wind mitigation measures designed
into the scheme. Where required, notably on some balconies and thoroughfares around North Island and
Ferry Island, landscaping and design measures were introduced to reduce potentially adverse wind effects
to suitable levels for intended uses. With the proposed scheme results showing that pedestrian level wind
conditions would be safe for all users and the effects on pedestrian safety from the Development would be
negligible.
13.5 In terms of pedestrian comfort, wind conditions are expected to be suitable for pedestrian walking through
and around the Development. Entrances within the Development are also expected to be suitable for
pedestrian ingress/egress. Public and communal amenity spaces are generally expected to enjoy suitable
conditions for associated recreational activities.
13.6 Private roof-top terraces and balconies within the Development are expected to be suitable for outdoor
seating during summer with the residual effects are considered negligible.
13.7 Within the surrounding area, wind conditions remain suitable for existing activities. The Development is
therefore considered to have negligible effect on surrounding wind conditions.
Cumulative Effect
13.8 With the cumulative schemes in place, wind effects in and around the Site would not be materially different
to those with only the Development in place. There are therefore no significant cumulative effects.
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14 Townscape and Visual Impacts 14.1 An assessment has been undertaken of the likely effects of the Development on townscape character and
features and the visual amenity of the area from surrounding viewpoints for the construction phase and
the completed Development. The assessment was informed by a desk study and analysis of 27 photographic
viewpoint locations (Figure 14.1) and a series of accurate visual representations of the Development based
on the detailed drawings of the Development. These viewpoints also included the identified cumulative
schemes.
Figure 14.1: Representative view location plan
14.2 The Site is not located in a Conservation Area, with the closest being Tottenham Green, approximately 400m
west of the Site boundary. It is also not located within any protected views.
14.3 The local topography within the Site and eastern side of the study area (a 1km radius from the centre of
the Site) is relatively flat ranging from 7 to 15 metres Above Ordnance Datum (AOD), with little variation
due to its position within the River Lee floodplain. Predominant land use comprises 19th to 21st century
residential areas, mixed with pockets of small to medium sized retail or industrial sites located around
Tottenham Hale Transport Interchange and retail and civic uses along the High Road. The Walthamstow
Wetlands area of the River Lee Valley Park provides a large area of open space that divides Tottenham Hale
from Blackhorse Road to the south-east.
14.4 Potential townscape receptors have been identified relating to the Site and wider surrounding area
including townscape features within and near the Site, and local and regional townscape character areas.
The visual effects of the Development have been assessed by identifying potential visual receptors and then
by assessing representative viewpoints determined from field surveys.
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14.5 LBH’s Urban Characterisation Study5 locates the Site solely within TCA1 – Tottenham Edge. This area has a
medium to low townscape value. Effects on neighbouring townscape areas are also considered within the
assessment.
Construction
14.6 During construction, new temporary elements will be introduced onto the Site, for example, scaffolding on
the retained structures, tower cranes, hoardings and other construction plant and machinery, and
construction site compounds. In addition, there will be increased movement of plant and vehicles on local
roads serving the Site. Good environmental practice will be adopted on-site to ensure construction effects
are minimised through the CEMP.
14.7 The assessment of visual effects concluded that during construction, the majority of visual effects are
predicted to be moderate to minor adverse. However, users of Down Lane Park, Park View Road and Scales
Road junction will experience significant major/moderate adverse effects during construction due to the
emerging scale and massing of the Development and associated works.
14.8 Effects on townscape features in the area will be moderate to minor adverse, these effects will be local,
temporary and short term, with completed elements being likely to obscure views of the other components
of the Development still under construction.
14.9 No further mitigation is proposed beyond the CEMP, therefore the residual effects of construction of the
Development on both townscape and visual receptors will remain. All anticipated effects are considered to
be temporary, direct, reversible and short term.
Completed Development – Townscape Effects
14.10 Once complete, the Development will result in notable changes to the townscape. The Development opens
up the north-south pedestrian spine and enables sections of the east-west link, in line with the local policy
aspirations. The variation in the proposed massing would create a varied skyline in this view and the tall
building would act as a landmark denoting the centre of Tottenham Hale (Figure 14.1). In relation to the
wider area, the significance of effects on townscape receptors will be negligible to moderate beneficial.
Completed Development – Visual Effects
14.11 Visual effects were a key consideration during the design of the Development, including considerations of
facades and building form. The taller Ferry Island building acts as a marker for the wider area and the taller
buildings associated with Ashley Road West, Ashley Road East (Figure 14.2) and Welbourne (Figure 14.3)
act as either an entrance or a gateway to Tottenham Hale. For the completed Development, residual effects
range from neutral to moderate beneficial with no adverse effects identified.
Cumulative Effects
14.12 With the addition of cumulative schemes, visual effects are broadly unchanged, with residual effects slightly
reduced from the majority of distant views to the north and east.
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Figure 14.1: Accurate Visual Representation 25 (from Broad Lane) (Cumulative View)
Figure 14.2: Accurate Visual Representation 21 (from Ashley Road) (Cumulative View)
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Figure 14.3: Accurate Visual Representation 22 (from Park View Road and Scales Road junction) (Cumulative
View)
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15 Effect Interactions 15.1 An assessment has been carried out to assess the potential for ‘effect interactions’ based on the effects
identified in the ES (i.e. those after mitigation). Effect interactions can arise where individual effects
combine from the Development on a particular sensitive receptors. Only residual effects classified as being
of minor/moderate/major and of beneficial or adverse significance have been considered in relation to the
potential for the combined effects of individual impacts.
15.2 For some environmental aspects, no interactions with other aspects can occur and as a result no combined
cumulative impacts could arise. Where there is considered to be no potential for impact interactions this is
stated.
Construction
15.3 The assessment of effect interactions between individual residual effects on a receptor for the demolition
and construction phase shows that the potential to interact largely relate to noise from the construction
works and activities associated with ground remediation. When these effects are combined they could
potentially create adverse (albeit temporary) combined nuisance effects on the identified receptor groups.
The most sensitive receptors are considered to be existing neighbouring residential properties surrounding
the Site, on-site workers, pedestrians and public amenity space. These effects will be temporary and
localised within the proposed four-year construction period as the type of activity and location on-site
changes through the construction programme. As a result, the potential in-combination effect is deemed
not significant. Implementation of the CEMP and CTMP would mitigate effects associated with the
demolition and construction of Development as far as practicable.
Completed Development
15.4 The completed Development is likely to incur an effect interaction which is beneficial on local residential
receptors. This is due to the local population, including residents, economic receptors, pedestrians, cyclists
and all users of the local road network in the surrounding area, experiencing a predominantly beneficial
effect interaction associated the creation of new employment floorspace; additional housing delivery;
provision of a new health centre; spending by new residents and employees; and the townscape and visual
improvements both on-site and in the local area as a result of the regeneration of the Site. In addition, the
comprehensive development infrastructure created for pedestrians and cyclists by the Development, public
amenity space and the reduction in vehicle movements on road network as a result of the Development
will further increase the beneficial effect interaction of the local receptors.
15.5 Based on the above it is considered that the overall significance of effect interactions to occupants of the
new development during the operational phase is beneficial and significant.
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16 Mitigation, Monitoring and Residual Effects 16.1 Volume I of the ES includes a summary of the proposed mitigation measures and significant residual effects
for all the topics considered. A thorough assessment has been undertaken of the likely significant
environmental effects of the Development.
Construction
16.2 During the four-year programme of demolition and construction works, some adverse effects will occur,
although these effects are temporary, even with effective implementation of the CEMP and CLP in place.
The CEMP and CLP would be secured by planning condition prior to the commencement of any works
commencing for the Development. These documents include mitigation measures identified as part of the
EIA in the technical assessments as well as good practice site management. For example, a dust
management plan which is included within the CEMP describes the measures that would be employed, as
appropriate, to reduce the impacts dust soiling effects during demolition, earthworks and trackout. They
also outline how the critical construction activities will be undertaken, specifically in relation to the
environmental, public health and safety aspects and traffic management of the Development.
Completed Development
16.3 Mitigation measures have been designed into the Development wherever possible, and once constructed
and occupied, the Development is expected the following beneficial effects:
• Improvement to the ground conditions of the Site due to the remediation and/ or removal of
contamination;
• Provision of up to 1,036 new homes (including affordable homes) and a net addition of between
75 to 415 jobs over the existing use;
• Additional spending boost to the local community (approximately £14.6 million per year);
• Provision of a new Health Centre;
• Improvements to pedestrian and cycle movement in the area;
• Provision of new areas of public open space;
• Reduction in road traffic;
• Improvements to surface water drainage at the Site; and,
• An improved townscape and visual setting due to the redevelopment of unattractive plots.
16.4 The only residual adverse effects once the Development is complete are predicted to be in relation to
daylight and sunlight. The Site is currently under used, for example the Welbourne plot is vacant, and this
has resulted in uncharacteristic high light levels for an urban environment in London which allows daylight
and sunlight to easily reach the surrounding properties / windows. The Tottenham Hale area is recognised
as an area of development opportunity within local policy. Therefore, there is reasonable expectation that
the Site and surrounding areas will be redeveloped in the future in order to meet the regional and local
development frameworks, which call for higher density, taller buildings that can provide a greater number
of homes and amenities. Therefore, daylight and sunlight will change as the Tottenham Hale area is
redeveloped and this should be borne in mind when considering these residual effects.
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References
1 London Borough of Haringey, 2017. Tottenham Area Action Plan. Haringey Council 2 Her Majesty’s Stationary Office (HMSO), 2017. The Town and Country Planning (Environmental Impact Assessment) Regulations 2017. The Stationary Office 3 Homes and Communities Agency, (2015). Employment Density Guide 4 BRE, 2011, Site Layout Planning for Daylight and Sunlight: A guide to good practice 5 London Borough of Haringey, 2015. Urban Characterisation Study. February 2015
4 Stable StreetLondonN1C 4AB T +44 (0)20 3664 0200 www.talktottenhamhale.co.uk