Northumberland
Level 2 Strategic
Flood Risk
Assessment
Final
October 2015
47070326
Prepared for:
Northumberland County
Council
UNITED
KINGDOM &
IRELAND
Northumberland County Council — Level 2 Strategic Flood Risk Assessment
REVISION SCHEDULE
Rev
Date
Details
Prepared by
Reviewed by
Approved by
1
October 2014
Draft
Srimali Dixon
Ruth Goodall
Ruth Goodall
Senior Assistant
Engineer
Technical
Director
Technical Director
Srimali Dixon
Ruth Goodall
Ruth Goodall
Engineer
Technical
Director
Technical Director
Rizal Roney
Jaime Ball
Jaime Ball
Engineer
Principal
Engineer
Principal Engineer
Catherine Minor
Jaime Ball
Simon Keys
Assistant Engineer
Principal
Engineer
Associate
Catherine Minor
Assistant Engineer
2
May 2015
Final– Inclusion of NWL,
NCC and EA comments
Catherine Minor
Assistant Engineer
3
July 2015
Final
Catherine Minor
Assistant Engineer
4
October 2015
Final
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Limitations
URS Infrastructure & Environment UK Limited (“URS”) has prepared this Report for the sole use of Northumberland
County Council (“Client”) in accordance with the Agreement under which our services were performed 47070326 and
February 2014. No other warranty, expressed or implied, is made as to the professional advice included in this Report or
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upon the assumption that all relevant information has been provided by those parties from whom it has been requested
and that such information is accurate. Information obtained by URS has not been independently verified by URS, unless
otherwise stated in the Report.
The methodology adopted and the sources of information used by URS in providing its services are outlined in this
Report. The work described in this Report was undertaken between May 2014 and October 2015 and is based on the
conditions encountered and the information available during the said period of time. The scope of this Report and the
services are accordingly factually limited by these circumstances.
Where assessments of works or costs identified in this Report are made, such assessments are based upon the
information available at the time and where appropriate are subject to further investigations or information which may
become available.
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forward-looking statements by their nature involve risks and uncertainties that could cause actual results to differ
materially from the results predicted. URS specifically does not guarantee or warrant any estimate or projections
contained in this Report.
Unless otherwise stated in this Report, the assessments made assume that the sites and facilities will continue to be
used for their current purpose without significant changes.
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TABLE OF CONTENTS
ABBREVI ATIONS.......................................................................... 5
GLOSSARY .................................................................................. 7
1
INTRODUCTION........................................................... 9
1.1
Planning Context......................................................... 9
1.2
SFRA Overview ........................................................... 9
1.3
Aim s of the Level 2 SFRA............................................ 9
1.4
Level 2 SFRA Objectives ............................................10
1.5
Scope of Level 2 SFRA ...............................................10
1.6
Study Area..................................................................11
2
SEQUENTI AL APP ROACH TO SITE ALLOCATION .....14
2.1
Flood Zone Definition .................................................14
2.2
Development Vulnerability .........................................14
2.3
Sequential Test ..........................................................16
2.4
Exception Test ...........................................................17
3
LEV EL 2 SFRA METHODOLOGY ................................20
3.1
Overview ....................................................................20
3.2
Stakeholders ..............................................................20
3.3
Information/Data Collected.........................................20
3.4
Flooding from Rivers..................................................21
3.5
Flooding from the Land ..............................................21
3.6
Flooding from Groundwater .......................................24
3.7
Flooding from Sewers ................................................24
3.8
Flooding from Reservoirs, Canals and Other Artificial
Source s ......................................................................24
3.9
Tidal Flooding ............................................................25
3.10
Consideration of Climate Change...............................26
4
LEV EL 2 STRATEGIC FLOOD RISK ASS ESSMENT ....28
4.2
Core Strategy Delivery Area – South Ea st : Amble .....30
4.3
Core Strategy Delivery Area – South Ea st: Blyth........37
4.4
Core Strategy Delivery Area – South East : Cramlington
...................................................................................51
4.5
Core Strategy Delivery Area – Central: Hexham .........59
4.6
Core Strategy Delivery Area – Central: Prudhoe ........75
4.7
Core Strategy Delivery Area – Central: Ponteland......83
4.8
Core Strategy Delivery Area – North: Belford.............96
4.9
Core Strategy Delivery Area – North: Wooler ........... 104
4.10
Core Strategy Delivery Area – West: Haltwhistle...... 114
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4.11
Core Strategy Delivery Area – West: Haydon Bridge 122
4.12
Core Strategy Delivery Area – West: Bellingham ..... 130
5
SITE-SP ECIFI C FLOOD RIS K ASS ESSMENTS .......... 139
5.1
Overview .................................................................. 139
5.2
Detailed/Site-Specific Flood Risk Asse ssment......... 139
5.3
Site Vulnerability and Site Layout ............................ 140
5.4
Building De sign........................................................ 140
5.5
Surface Water Management ..................................... 141
5.6
Climate Change ........................................................ 142
6
MITIGATION MEETING THE NPPF EXCEPTION TEST –
RESIDUAL RISK MITIGATION................................... 144
6.1
Residual Ri sks ......................................................... 144
6.2
Flood Resilience and Resi stance Measure s ............. 144
6.3
Emergency Acce ss and Egre ss................................ 145
6.4
Flood Warning and Evacuation Plans ...................... 146
7
USER FRIENDLY GUI DE TO LEV EL 2 SFRA ............. 147
7.1
Planning Practice Guidance for Level 2 SFRAs........ 147
8
CONCLUSIONS AND RECOMMENDATIONS ............. 151
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ABBREVIATIONS
ACRONYM
DEFINITION
AEP
Annual Exceedance Probability
AIMS
Asset Information Management System
AONB
Area of Outstanding Natural Beauty
BW
CFMP
British Waterways
Catchment Flood Management Plan
DEM
Digital Elevation Model
DPD
Development Plan Documents
EA
Environment Agency
EP
English Partnerships
FRA
Flood Risk Assessment
GIS
Geographical Information Systems
GWV
IDB
Groundwater Vulnerability
Internal Drainage Board
LDDs
Local Development Documents
LDF
Local Development Framework
LDS
Local Development Scheme
LiDAR
Light Detection and Ranging
LPA
Local Planning Authority
NCC
Northumberland County Council
NFCDD
National Flood and Coastal Defence Database
NPPF
National Planning Policy Framework
ODPM
Office of the Deputy Prime Minister
OPSI
Office of Public Sector Information
PCPA
Planning and Compulsory Purchase Act (2004)
PDA
Potential Development Area
PPG
Planning Practice Guidance
RFRA
Regional Flood Risk Assessment
RPG
Regional Planning Guidance
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ACRONYM
DEFINITION
RSS
Regional Spatial Strategy
SAR
Synthetic Aperture Radar
SA
Sustainability Assessment
SFRA
Strategic Flood Risk Assessment
SHLAA
Strategic Housing Land Availability Assessment
SOS
Standard of Service (specifically relating to the performance of water infrastructure)
SPG
Supplementary Planning Guidance
SPZ
Source Protection Zone
SSSI
Site of Special Scientific Interest
SW
Scott Wilson (now URS)
URS
URS Infrastructure & Environment
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GLOSSARY
Acronym
Aquifer
Catchment
Flood
Management
Plan
Climate Change
Culvert
DG5
Flood Defence
Floodplain
Definition
A source of groundwater comprising water-bearing rock, sand or gravel capable of yielding significant
quantities of water.
A high-level planning strategy through which the Environment Agency works with their key decision
makers within a river catchment to identify and agree policies to secure the long-term sustainable
management of flood risk.
Both natural and human actions causing long term variations in global temperature and weather
patterns.
A closed channel or pipe that carries water below the level of the ground.
A DG5 register is maintained by the Water Company in a particular area and defines internal flooding
as flooding which enters a building or passes below a suspended floor; whilst external flooding is
defined as flooding which is not classed as internal. Properties at risk are defined as properties that
have suffered or are likely to suffer internal flooding from public foul, combined or surface water
sewers due to overloading of the sewerage system more frequently than the relevant period. All
flooding incidents should be registered by the water company irrespective of the severity of the storm.
For reporting purposes, buildings are restricted to those normally occupied and used for residential,
public, commercial, business or industrial purposes.
Infrastructure used to protect an area against floods as floodwalls and embankments; they are
designed to a specific standard of protection (design standard).
Area adjacent to river, coast or estuary that is naturally susceptible to flooding.
Flood Storage
A temporary area that stores excess runoff or river flow often ponds or reservoirs.
Flood Zone 1
This zone comprises land assessed as having a less than 1 in 1000 annual probability of river or tidal
flooding in any year (<0.1%).
Flood Zone 2
This zone comprises land assessed as having between a 1 in 100 and 1 in 1000 annual probability of
river flooding (1% – 0.1%) or between a 1 in 200 and 1 in 1000 annual probability of tidal flooding
(0.5% – 0.1%) in any year.
Flood Zone 3a
This zone comprises land assessed as having a 1 in 100 or greater annual probability of river flooding
(>1%) or a 1 in 200 or greater annual probability of flooding from the sea (>0.5%) in any year.
Flood Zone 3b
This zone comprises land where water has to flow or be stored in times of flood. SFRAs should
identify this Flood Zone (land which would flood with an annual probability of 1 in 20 (5%) or greater in
any year or is designed to flood in an extreme (0.1%) flood, or at another probability to be agreed
between the LPA and the EA, including water conveyance routes).
Fluvial Flooding
Groundwater
Internal
Drainage Board
Inundation
Flooding caused by a river or a watercourse.
Water that is in the ground, this is usually referring to water in the saturated zone below the water
table.
Independent bodies with responsibility of ordinary watercourses within a specified district.
Flooding. Sewer inundation is defined as excessive overland surface water flows which enter the
sewerage system
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Acronym
Local
Development
Framework
Local Planning
Authority
Definition
The core of the updated planning system (introduced by the Planning and Compulsory Purchase Act
2004). The LDF comprises the Local Development Documents, including the development plan
documents that expand on policies and provide greater detail. The development plan includes a core
strategy, site allocations and a proposals map.
Body that is responsible for controlling planning and development through the planning system.
Main River
All watercourses shown as such on the statutory Main River maps held by the EA and the
Department of Environment, Food and Rural Affairs, and can include any structure or appliance for
controlling or regulating flow of water into, in or out of the channel. The EA has permissive powers to
carry out works of maintenance and improvement on these rivers.
Mitigation
Measure
An element of development design which may be used to manage flood risk or avoid an increase in
flood risk elsewhere.
Mixed-use
Development
Pitt Review
Risk
Sequential
Testing
Sewer Flooding
Stakeholder
Provision of a mix of complementary uses, such as residential, community and leisure uses, on a
development site.
Sir Michael Pitt undertook an independent review of the Summer 2007 flood events. The full title of
the document is ‘The Pitt Review: Lessons learned from the 2007 floods’
The combination of probability and consequence of an event occurring.
A risk based approach in to assessing flood risk, which gives priority in ascending order of flood risk,
i.e. lowest risk first.
An escape of sewerage from a sewer due to an obstruction in the pipe or overloading of the pipe.
A person or organisation that has an interest in, or affected by the decisions made within a site.
Strata
Layer of rock or soil with internally consistent characteristics that distinguishes it from contiguous
layers. Each layer is generally one of a number of parallel layers that lie one upon another, laid down
by natural forces.
Sustainability
Appraisal
A process used to identify if policies, strategies or plans promote sustainable development and further
used for improving policies. It is a requirement for Regional Spatial Strategies under the Planning
and Compulsory Purchase Act 2004.
Sustainable
Drainage
System (SuDS)
Drainage methods designed to mimic the natural system. Where practicable should be used in
preference to traditional piped drainage systems.
Sustainable
Development
Development that meets the needs of the present without compromising the ability of future
generations meeting their own needs.
X% Annual
Exceedance
Probability
(AEP) event
Percentage annual exceedance probability (AEP) of occurrence in any one year. For example, a 1 in
200 annual probability event has a 0.5% AEP of occurring in any year.
X% AEP Design
Standard
Flood defence that is designed for to protect against a X% AEP event. In events more severe than
this the defence would be expected to fail or to allow flooding. For example, defences may be
constructed to a standard of protection of 1% AEP.
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1
INTRODUCTION
1.1
Planning Context
i
The National Planning Policy Framework (NPPF) and accompanying Planning Practice
ii
Guidance for Flood Risk and Coastal Change (PPG) emphasise the responsibility of Local
Planning Authorities (LPAs) to ensure that flood risk is understood and managed effectively in
their areas using a risk-based approach throughout all stages of the planning process. The
NPPF requires LPAs to undertake Strategic Flood Risk Assessments (SFRAs) to support the
preparation of their Local Plan.
The NPPF was published in March 2012 and replaces the Planning Policy Statement 25
iii
iv
(PPS25) Development and Flood Risk . The accompanying NPPF Technical Guidance also
v
published in March 2012 retained reference to the PPS25 Practice Guidance , but this too
has now been superseded by the revised Planning Practice Guidance (PPG) published as an
on-line resource in 2014. This Level 2 SFRA has been prepared in accordance with the
principles set out in the NPPF and latest supporting PPG.
The NPPF and supporting guidance require LPAs to undertake SFRAs and to use their
findings, and those of other studies, to inform strategic land use planning. This includes the
application of the Sequential Test which seeks to steer development towards areas of lowest
flood risk prior to consideration of areas of greater risk.
1.2
SFRA Overview
Scott Wilson, now part of URS Infrastructure & Environment UK Limited (URS), was
commissioned by Northumberland County Council (NCC), to undertake an SFRA for the newly
formed Northumberland unitary authority area in May 2009. As part of the commission, URS
completed a Level 1 SFRA for NCC.
The Final Level 1 SFRA was published in October 2010 and the recommendations that were
made have been used to inform the Sustainability Appraisal (SA), whilst formulating the
policies and proposals laid out in the Core Strategy.
At the time when NCC undertook consultation on the Northumberland Local Plan: Core
Strategy, Preferred Options for Housing, Employment and Green Belt, preferred broad
locations for development in and within proximity of Main Towns and Service Centres were
identified. The Level 2 SFRA, therefore assesses these preferred locations, as well as
alternative and additional areas. Since then, the Council has published a Full Draft Plan, which
reverts from identifying preferred broad locations in and within proximity of Main Towns and
Service Centres. Instead the Plan identifies strategic sites for development which are central
to the delivery of the Core Strategy. In addition, the Full Draft Plan identifies a number of areas
which will require Green Belt removal. Notwithstanding this, it is understood that those
preferred broad locations for development, corresponding to those assessed in the Core
Strategy, Preferred Options for Housing, Employment and Green Belt document, may be
taken forward and form part of the forthcoming Delivery DPD/ Neighbourhood Plans and that
the assessments in this SFRA Level 2 document will inform that process.
1.3
Aims of the Level 2 SFRA
A Level 2 SFRA is primarily based upon fluvial and coastal (where applicable) Flood Zones.
However, the PPG also makes reference to other sources of flooding.
In general, a Level 2 SFRA provides increased scope from a Level 1 SFRA. In accordance
with the PPG, the increased scope is required in locations where the Sequential Test identifies
that development pressures exist and where sites are located in areas that are at medium or
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high flood risk (i.e. Flood Zone 2 or Flood Zone 3 respectively), and there are no other suitable
alternative areas for development. This takes into account the flood vulnerability category of
the intended use and subsequently identifies where more detailed information is required.
Following completion of a Level 2 SFRA, the sequential approach to site allocation can be
reconsidered by the LPA for PDAs within Flood Zone 2 and Flood Zone 3 (PPG). In order to
satisfy the requirements of the Exception Test to be incorporated into the Local Development
Documents (LDDs), the Level 2 SFRA will ensure that policies and practices are considered
for development sites located in areas of flood risk.
1.4
Level 2 SFRA Objectives
As identified in the Environment Agency (EA) SFRA Guidance to support the National
vi
Planning Policy Framework , the main objectives of this Level 2 SFRA are:
1.5
•
An appraisal of the current condition of flood defence infrastructure and of likely future
flood management policy with regard to its maintenance and upgrade (see below);
•
An appraisal of the probability and consequences of overtopping or failure of flood risk
management infrastructure, including an appropriate allowance for climate change (see
below);
•
Definition and mapping of the functional floodplain in locations where this is required;
•
Production of maps showing the distribution of flood risk across all flood zones from all
sources of flooding taking climate change into account;
•
Provision of advice on appropriate policies for sites which could satisfy the first part of
the Exception Test (sustainability benefits to the community that outweigh flood risk),
and on the requirements that would be necessary for a site-specific flood risk
assessment supporting a planning application for a particular application to pass the
second part of the Exception Test;
•
Provision of advice on the preparation of site-specific flood risk assessments for sites of
varying risk across the flood zones, including information about the use of sustainable
drainage techniques; and
•
Meaningful recommendations to inform policy, development control and technical
issues.
Scope of Level 2 SFRA
Following discussions with NCC and in accordance with NPPF and PPG, the following scope
has been agreed for the Level 2 SFRA.
Level 2 assessments have been undertaken within tables in Section 4 of this report for the
potential development areas listed in Table 1 1. The potential development areas which are
primarily susceptible to either fluvial or tidal flood risk have been filtered from the data
provided by NCC following their recent Core Strategy consultation.
The assessments in Section 4 determine the flood risk issues relative to the following sources
of flooding considering the vulnerability classification of the proposed land uses at the potential
development areas:
•
Rivers/Sea (Fluvial/ Tidal);
•
Surface Water Runoff from Land (Pluvial);
•
Groundwater;
•
Sewers; and
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•
Other Artificial Sources (Reservoirs and Canals).
In addition to the potential development areas, a number of Strategic Housing Land Availability
Assessment (SHLAA) sites have been identified as either located within or bordering a Flood
Zone. The sites have been assessed through the SHLAA process and the site yield
information within the SHLAA reflects the fact that part of these sites fall within a Flood Zone.
The commentary which accompanies the SHLAA assessments indicates that development
would be excluded from the part of the site affected by flooding. Therefore, through
consultation with NCC it was agreed that these sites do not need to be assessed as part of the
Level 2 SFRA.
It does not mean that the sites excluded from this assessment are therefore safe from
flooding. There are other sources of flood risk to consider and if the development site is
adjacent to the existing flood extents, climate change may result in an increase in extents and
therefore increase the flood risk to the proposed development site.
1.6
Study Area
The Level 2 SFRA assess a number of Potential Development Areas (PDAs) within the NCC
administrative boundary, which are located in main towns and villages of the Core Strategy
Delivery Areas (CSDAs), as detailed in Table 1-1 and illustrated in Figure 1-1
Table 1-1: Core Strategy Delivery Area – Potential Development Areas
Core Strategy Delivery
Area (Main Town/
Service Centre)
Core Strategy Delivery
Area – South East : Amble
Potential Development
Area Name
South East
Capacity
(Housing sites
(hsg),
employment
land (ha)
Area (Ha)
Table
No.
740 (hsg)
53
4.1
10.212 (ha)
10.212
C02 Riverside Park and
C03 Riverside Park,
Core Strategy Delivery
Coniston Road
4.2
Area – South East : Blyth
Blyth Estuary Strategic
Employment Area
208 (ha)
208
1,127 (hsg)
56.01
14.619 (ha)
14.619
East Hexham
8 (ha)
8
Core Strategy Delivery
North Hexham
2 (ha)
2
Area – Central: Hexham
E20 Former Bunker
1.373 (ha)
1.373
E08 Egger
7.675 (ha)
7.672
E15 Acomb
0.277 (ha)
0.277
South West of Blyth
Core Strategy Delivery
Area – Central:
Cramlington
C10 Northumberland
Business Park
4.3
4.4
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Core Strategy Delivery
Area (Main Town/
Service Centre)
Core Strategy Delivery
Area – Central: Prudhoe
Core Strategy Delivery
Area – Central: Ponteland
Capacity
(Housing sites
(hsg),
employment
land (ha)
Area (Ha)
Table
No.
6.594 (ha)
6.954
4.5
North West of Ponteland
300 (hsg)
31
East of Ponteland
700 (hsg)
30
600 (hsg), 3 ha
107
Potential Development
Area Name
E12 Prudhoe plus land
held for expansion at E12
Low Prudhoe
South East of Ponteland
Ponteland Bypass
Core Strategy Delivery
Area – North: Belford
5km (length)
B01 Belford
0.776 (ha)
0.776
East of Wooler
380 (hsg)
35
North East of Wooler
200 (hsg)
9
North West of Wooler
380 (hsg)
22
E03 Hadrian
1.449 (ha)
1.449
4.9
4.10
Core Strategy Delivery
Area – North: Wooler
Core Strategy Delivery
Area – West: Haltwhistle
4.6
Core Strategy Delivery
Area – West: Haydon
Bridge
West of Haydon Bridge
80 (hsg)
2.20
Core Strategy Delivery
South of Bellingham
65 (hsg)
2.9
0.223 (ha)
0.223
Area – West: Bellingham
E02 Foundry Road
4.7
4.8
4.11
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Figure 1-1 Potential Development Areas assessed as part of the NCC Level 2 Study
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2
SEQUENTIAL APPROACH TO SITE ALLOCATION
2.1
Flood Zone Definition
The NPPF classifies land according to the probability of flooding from fluvial and tidal sources.
The definitions for each Flood Zone with respect to fluvial and tidal flooding are shown in
Table 2-1.
Table 2-1: Fluvial Flood Zones (extracted from Table 1 of the NPPF PPG 2014)
FLOOD ZONE
Flood Zone 1
Flood Zone 2
Flood Zone 3a
Flood Zone 3b
2.2
FLUVIAL/TIDAL FLOOD ZONE DEFINITION
Land having a less than 1 in 1,000 (0.1% AEP) annual
probability of river or sea flooding.
Land having between a 1 in 100 (1% AEP) and 1 in 1,000
(0.1% AEP) annual probability of river flooding; or
Land having between a 1 in 200 (0.5% AEP) and 1 in
1,000 (0.1% AEP) annual probability of sea flooding.
Land having a 1 in 100 (1% AEP) or greater annual
probability of river flooding; or
Land having a 1 in 200 (0.5% AEP) or greater annual
probability of sea flooding.
Land where water has to flow or be stored in times of
flood, or land purposely designed to be flooded in an
extreme flood event (0.1% annual probability). The 1 in
20 year event (5% annual probability) floodplain is the
starting point for consideration but due to the limited
extent of detailed modelling of the 5% event in some of
the areas relevant to this assessment, it has been agreed
that Flood Zone 3a (1% annual probability) be used as a
proxy alternative for Flood Zone 3b for the purposes of
this Level 2 SFRA. Any reference to areas which may be
Flood Zone 3a or Flood Zone 3b will be referred to in this
report as Flood Zone 3.
PROBABILITY OF
FLOODING
Low
Medium
High
Functional Floodplain
Development Vulnerability
In order to determine the suitability of land for development in flood risk areas, the vulnerability
of the proposed development must first be established. Flood Risk Vulnerability
Classifications, as defined in the NPPF PPG are summarised in Table 2-2.
Table 2-2: Flood Risk Vulnerability Classification (extracted from Table 2 of the NPPF
PPG 2014)
VULNERABILITY
CLASSIFICATION
DEVELOPMENT USES
•
•
Essential Infrastructure
•
Essential transport infrastructure (including mass evacuation
routes) which has to cross the area at risk.
Essential utility infrastructure which has to be located in a
flood risk area for operational reasons, including electricity
generating power stations and grid and primary substations;
and water treatment works that need to remain operational in
times of flood.
Wind turbines.
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Table 2-2: Flood Risk Vulnerability Classification (extracted from Table 2 of the NPPF
PPG 2014)
VULNERABILITY
CLASSIFICATION
DEVELOPMENT USES
•
•
•
•
Highly Vulnerable
•
•
•
•
More Vulnerable
•
•
•
•
•
Less Vulnerable
•
•
•
•
•
Police stations, ambulance stations, fire stations, command
centres and telecommunications installations required to be
operational during flooding.
Emergency dispersal points.
Basement dwellings.
Caravans, mobile homes and park homes intended for
permanent residential use.
Installations requiring hazardous substances consent. (Where
there is a demonstrable need to locate such installations for
bulk storage of materials with port or other similar facilities, or
such installations with energy infrastructure or carbon capture
and storage installations, that require coastal or water-side
locations, or need to be located in other high flood risk areas,
in these instances the facilities should be classified as
“essential infrastructure”).
Hospitals.
Residential institutions such as residential care homes,
children’s homes, social services homes, prisons and hostels.
Buildings used for dwelling houses, student halls of residence,
drinking establishments, nightclubs and hotels.
Non–residential uses for health services, nurseries and
educational establishments.
Landfill and sites used for waste management facilities for
hazardous waste.
Sites used for holiday or short-let caravans and camping,
subject to a specific warning and evacuation plan.
Police, ambulance and fire stations which are not required to
be operational during flooding.
Buildings used for shops, financial, professional and other
services, restaurants and cafes, hot food takeaways, offices,
general industry, storage and distribution, non–residential
institutions not included in “more vulnerable”, and assembly
and leisure.
Land and buildings used for agriculture and forestry.
Waste treatment (except landfill and hazardous waste
facilities).
Minerals working and processing (except for sand and gravel
working).
Water treatment works which do not need to remain
operational during times of flood.
Sewage treatment works (if adequate measures to control
pollution and manage sewage during flooding events are in
place).
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Table 2-2: Flood Risk Vulnerability Classification (extracted from Table 2 of the NPPF
PPG 2014)
VULNERABILITY
CLASSIFICATION
DEVELOPMENT USES
•
•
•
•
•
•
•
•
Water-Compatible
Development
•
•
•
•
2.3
Flood control infrastructure.
Water transmission infrastructure and pumping stations.
Sewage transmission infrastructure and pumping stations.
Sand and gravel working.
Docks, marinas and wharves.
Navigation facilities.
MOD defence installations.
Ship building, repairing and dismantling, dockside fish
processing and refrigeration and compatible activities requiring
a waterside location.
Water-based recreation (excluding sleeping accommodation).
Lifeguard and coastguard stations.
Amenity open space, nature conservation and biodiversity,
outdoor sports and recreation and essential facilities such as
changing rooms.
Essential ancillary sleeping or residential accommodation for
staff required by uses in this category, subject to a specific
warning and evacuation plan.
Sequential Test
The aim of the Sequential Test is to steer development towards areas of lowest probability of
flooding first, before allocating development within areas of higher flood risk. Development
should not be allocated or permitted if there are reasonably available sites appropriate for the
proposed development in areas with a lower probability of flooding. A sequential approach
should be used in areas known to be at risk from any form of flooding informed by an SFRA.
Only where there are no reasonable available alternative sites suitable for the development in
areas of lower flood risk, should areas of greater flood risk be considered for development.
When determining planning applications, NCC should ensure flood risk is not increased
elsewhere and only consider development appropriate in areas at risk of flooding where, as
informed by a site-specific FRA following the Sequential Test, and if required the Exception
Test, it can be demonstrated that:
•
Within the site, the most vulnerable development is located in areas of lowest flood risk
unless there are overriding reasons to prefer a different location; and
•
Development is appropriately flood resilient and resistant, including safe access and
escape routes where required, and that any residual risk can be safely managed, by
emergency planning; and it gives priority to the use of sustainable drainage systems.
NCC have utilised the information from within the Level 1 SFRA (September 2010) to apply
the Sequential Test to potential development areas within the administrative boundary and
determined that some areas required further consideration as part of a Level 2 SFRA. The
information supplied as part of this Level 2 SFRA should provide sufficient information to apply
the Exception Test to the investigated potential development sites.
For the purposes of effective flood risk planning, development types are classified according to
vulnerability. The need to apply the Exception Test is determined based on the Flood Zone
(Table 2-1) in which the proposed development is located and the development vulnerability
(Table 2-2).
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2.4
Exception Test
If, following application of the Sequential Test, it is not possible, consistent with wider
sustainability objectives for the development to be located in zones with a lower probability of
flooding; the Exception Test can be applied if appropriate.
The purpose of the Exception Test is to demonstrate and to help ensure that flood risk to
people and property will be managed satisfactorily, while allowing necessary development to
go ahead in situations where suitable sites at lower risk of flooding are not available.
For the Exception Test to be passed:
•
It must be demonstrated that the development provides wider sustainability benefits to
the community that outweigh flood risk, informed by the SFRA where one has been
prepared; and
•
A site-specific FRA must demonstrate that the development will be safe for its lifetime
considering climate change, taking account of the vulnerability of its users, without
increasing flood risk elsewhere, and, where possible, will reduce flood risk overall.
This Level 2 SFRA also aims to provide some information relating to the second part of the
Exception Test for the development sites of interest. However, in all cases developers will
need to undertake a site-specific FRA for each individual development site, in order to fully
address the requirements of the second element of the Exception Test.
The NPPF PPG specifies that there are a number of ways a new development can be made
safe:
•
Avoiding flood risk by not developing in areas at risk from floods;
•
Substituting higher vulnerability land uses for lower vulnerability uses in higher flood risk
locations and locating higher vulnerability uses in areas of lower risk on a strategic
scale, or on a site basis;
•
Leaving space in developments for flood risk management infrastructure to be
maintained and enhanced;
•
Providing adequate flood risk management infrastructure which will be maintained for
the lifetime of the development; and
•
Mitigating the potential impacts of flooding through design and resilient construction.
Table 2-3 has been extracted from the NPPF PPG and provides a matrix of the flood risk
vulnerability classifications that are permitted within each Flood Zone, this is subject to the
Sequential Test being applied and passed and where necessary the Exception Test being
applied and passed.
Table 2-3: Flood Risk Vulnerability and Flood Zone ‘Compatibility’(extracted from
NPPF PPG 2014)
Flood Risk Vulnerability Classification
Flood Zone
Essential
Infrastructure
Highly
Vulnerable
More
Vulnerable
Less
Vulnerable
Water
Compatible
1





2

Exception
Test
required



3a†
Exception Test

Exception Test


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Table 2-3: Flood Risk Vulnerability and Flood Zone ‘Compatibility’(extracted from
NPPF PPG 2014)
Flood Risk Vulnerability Classification
Flood Zone
Essential
Infrastructure
Highly
Vulnerable
Exception Test
required*
Less
Vulnerable
Water
Compatible


required
required †
3b*
More
Vulnerable


Notes to Table 2-3:
•
This tab le does not show the application of the Sequential Test which should b e applied first to
guide development to Flood Zone 1, then Flood Zone 2, and then Flood Zone 3; nor does it reflect
the need to avoid flood risk from sources other than rivers and the sea;
•
The Sequential and Exception Tests do not need to b e applied to minor developments and
changes of use, except for a change of use to a caravan, camping or chalet site, or to a mob ile
home or park home site;
•
Some developments may contain different elements of vulnerab ility and the highest vulnerab ility
category should b e used, unless the development is considered in its component parts.
Key:
 - Development is appropriate
 - Development should not b e permitted
† - In Flood Zone 3a essential infrastructure should b e designed and constructed to remain
operational and safe in times of flood.
* - In Flood Zone 3b (functional floodplain) essential infrastructure that has to b e there and has passed
the Exception Test, and water-compatib le uses, should b e designed and constructed to:
− remain operational and safe for users in times of flood;
− result in no net loss of floodplain storage;
− not impede water flows and not increase flood risk elsewhere.
Table 2-3 identifies situations where the Exception Test would be required in order for
development to be acceptable. Both elements of the test will have to be passed for
development to be allocated or permitted.
Table 2-3 identifies that all development uses are considered appropriate within Flood Zone 1.
A site-specific FRA concentrating on surface water runoff will be required for any major
development within Flood Zone 1 that exceeds 1 Ha, demonstrating that surface water runoff
will be effectively managed and the risk of flooding from this source will not be increased
elsewhere as a result of the development
Table 2-3 identifies that development types classified as Water Compatible, Less Vulnerable,
More Vulnerable and Essential Infrastructure are considered appropriate within Flood Zone 2
subject to the Sequential Test being applied and passed. Highly Vulnerable developments are
only permitted subject to the Sequential and Exception Tests being applied and passed. All
development proposals within this Flood Zone should be accompanied by a detailed sitespecific FRA.
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Policy aims for Flood Zone 2 are such that developers and NCC should seek opportunities to
reduce the overall level of risk in the area through the layout and form of the development and
the appropriate application of Sustainable Drainage System (SuDS).
Table 2-3 identifies that development types classified as Water Compatible and Less
Vulnerable are permitted within Flood Zone 3a subject to the Sequential Test being applied
and passed. Highly Vulnerable land uses should not be permitted. More Vulnerable and
Essential Infrastructure uses should only be permitted in this zone subject to the Sequential
Test, sequential approach and Exception Test being applied and passed.
Essential
Infrastructure permitted in this zone should be designed and constructed to remain operational
and safe for users in times of flood. All development proposals in this zone should be
accompanied by a detailed site-specific FRA.
Policy aims within Flood Zone 3a are such that developers and NCC should seek
opportunities to:
•
Relocate existing development to land in zones with a lower probability of flooding;
•
Reduce the overall level of flood risk in the area through the layout and form of the
development, and the appropriate application of sustainable drainage techniques; and
•
Create space for flooding to occur by restoring functional floodplain and flood flow paths
and by identifying, allocating and safeguarding open space for flood storage.
Table 2-3 identifies that development types classified as Water Compatible is permitted within
Flood Zone 3b subject to the Sequential Test being passed, and that Essential Infrastructure is
permitted within this zone subject to the Exception Test also being applied and passed.
Any permitted development within Flood Zone 3b should be designed and constructed to:
•
Remain operational and safe for users in times of flood;
•
Result in no net loss of floodplain storage;
•
Not impede water flows; and
•
Not increase flood risk elsewhere.
All development proposals in this zone should be accompanied by a detailed site-specific
FRA.
Policy aims in Flood Zone 3b are such that developers and NCC should seek opportunities to:
•
Reduce the overall level of flood risk in the area through the layout and form of the
development and the appropriate application of SuDS; and
•
Relocate existing development to land with a lower probability of flooding.
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3
LEVEL 2 SFRA METHODOLOGY
3.1
Overview
As outlined in Section 1.3, the main purpose of the Level 2 SFRA is to increase the scope
undertaken for the Level 1 SFRA and provide sufficient information for the application of the
Exception Test. This information is presented in concise, tabular format for each CSDA that
summarises flood risk information and makes recommendations for the future development of
each area.
3.2
Stakeholders
The key stakeholders that were contacted to provide data/information for the SFRA were:
3.3
•
NCC;
•
Environment Agency (EA), North East Region, North East Area; and
•
Northumbrian Water Ltd (NW).
Information/Data Collected
A large quantity of data was collected for the Level 2 SFRA and a full list of data is included in
Appendix A.
Key datasets are summarised below:
Environment Agency Data
The following data was obtained directly from the EA (North East Region, North East Area):
•
EA Modelled Flood outlines;
•
EA Groundwater Vulnerability Map;
•
EA Areas Benefiting from Defences Outlines;
•
EA updated Flood Maps for Surface Water (uFMfSW) Outlines;
•
GIS Layer of detailed river network;
•
National Flood and Coastal Defence Database (NFCDD);
•
Historic flooding;
•
Hydraulic models and flood levels by return period for areas covered in the Level 2
SFRA if available; and
•
LiDAR data (via the EA Geomatics) for areas covered in the Level 2 SFRA.
Northumberland County Council Data/Information
In addition to the EA datasets the following data was obtained from NCC:
•
Ordnance Survey
1:250,000 scale);
•
GIS layers for preferred, alternative and additional housing and employment potential
development areas and SHLAA sites in each CSDA;
•
County Boundary/District Boundaries (former); and
•
SFRAs - All previously completed SFRAs (draft or final).
(OS)
maps
(Mastermap,
Streetview,
1:10,000,
1:50,000 and
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Northumbrian Water Limited
NW provided a number of datasets for use in the SFRA, including:
3.4
2
•
100m DG5 sewer flooding data; and
•
Asset Records.
Flooding from Rivers
EA Flood Map has been used to identify the risk of fluvial (river) flooding at each of the areas:
The EA’s Flood Map and outputs from existing hydraulic models have been used to map Flood
Zone 2, Flood Zone 3a and Flood Zone 3b (functional floodplain). For several watercourses
within the study area, the EA hold detailed modelled flood outlines for the 1 in 25 year (4%
AEP) or 1 in 20 year (5% AEP) flood events. Where this is the case, this data has been used
to map the functional floodplain. Broad-scale models are not available for the functional
floodplain and therefore where the 1 in 25 year or 1 in 20 year modelled flood outline is not
available, Flood Zone 3a has been considered as a proxy to represent the functional floodplain
until such a time that more detailed information is available, from such as an EA Strategic
Flood Risk Mapping (SFRM) study or a site-specific FRA. This is not to say that the entire area
used as a proxy is functional floodplain, moreover that the boundary of the functional
floodplain falls somewhere within that area as recommended by the EA.
The EA update the national flood maps on a quarterly basis and would inform the Lead Local
Flood Authority of any updates in their administrative area.
The EA NFCDD and AIMS datasets have been used to identify the presence of flood defences
and the associated standard of protection (SoP) for each area.
For each area, maps showing the spatial distribution of the fluvial flood risk are presented in
Section 4. Where applicable, detailed hazard mapping that allows planners and developers to
apply the NPPF sequential approach within an area has been provided. This can inform site
layouts and phasing, the vulnerability of proposed development and potential mitigation
measures that can be incorporated into the site.
3.5
Flooding from the Land
The Pitt Review into the summer 2007 flooding in the UK identified the importance in
quantifying the risk of flooding from land, or ‘surface water’ flooding. In response to the Pitt
Review, the EA released Areas Susceptible to Surface Water Flooding (AStSWF) Maps in
2008/9. The AStSWF Maps were the first iteration (1st generation) maps used to quantify
surface water flood risk on a national scale.
Accompanying guidance document published with the AStSWF Maps state that these maps
have been produced using a simplified method where a single rainfall event has been used to
analyse the surface water flooding. The method also excludes any underground sewerage and
drainage systems, smaller over ground drainage systems and buildings. Therefore, the maps
only provide a general indication of areas that are more likely to overwhelm from surface water
flooding.
In 2010, the EA released the national Flood Map for Surface Water (FMfSW). The FMfSW
gives an indication of the broad areas likely to be at risk of surface water flooding. The maps
build upon the 1st generation data as they consider two different storm events (over a shorter
duration) and the influence of buildings and include an allowance for losses to the sewer
system. The FMfSW picks out natural drainage channels, rivers, low areas in floodplains, and
flow paths between buildings. The maps only indicate flooding caused by local rainfall and do
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not show flooding that occurs from overflowing watercourses, drainage systems or public
sewers caused by catchment-wide rainfall events or river flow.
The EA has more recently undertaken further modelling of surface water flood risk at a
national scale (October 2013) producing maps referred to as the updated Flood Map for
Surface Water (uFMfSW) identifying areas at risk during three annual exceedance probability
(AEP) events:
•
1 in 30 year (>=3.33% AEP) – High Risk,
•
1 in 100 year (>=1% AEP) – Medium Risk, and
•
1 in 1000 year (>=0.1% AEP) – Low Risk.
These now provide the EA and NCC (as the Lead Local Flood Authority (LLFA)) and the public
access to information on surface water flood risk that is consistent across England and Wales.
The uFMfSW modelling methodology represents a significant improvement on previous
mapping, (namely the AStSWF and FMfSW datasets), for example:
•
Increased model resolution to 2m grid providing a more detailed representation of
ground levels;
•
Representation of varying infiltration rates taking into account the land use and soil type;
•
Representation of buildings and flow routes along roads and manual editing of the model
for structural features such as subways, flyovers etc;
•
Use of 3 storm scenarios;
•
Incorporation of appropriate local mapping, knowledge and flood incident records; and
•
Local validation by LLFAs where flood records were available.
As such, they are considered the most appropriate dataset available to inform the assessment
of surface water flood risk at the development sites as part of this Level 2 SFRA to assist NCC
in their duties relating to management of surface water flood risk.
However, it should be noted that this national mapping has the following limitations:
•
Use of a single drainage rate for all urban areas;
•
It does not show the susceptibility of individual properties to surface water flooding;
•
The mapping has significant limitations in flat catchments;
•
No explicit modelling of the interaction between the surface water network, the sewer
systems and watercourses;
•
In a number of areas, modelling has not been validated due to a lack of surface water
flood records; and
•
As with all models, the uFMfSW is affected by a lack of, or inaccuracies, in available
data.
The uFMfSW for Northumberland were provided to NCC as GIS layers by the EA in July 2014
for use in this Level 2 SFRA. The extents of the risk bands above are presented for each site
where available in the summary tables in Section 4. Within these extents, the hazard
classifications detailed below are also presented in the summary tables.
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3.5.1
Surface Water Flood Hazard Mapping
v ii
Guidance set out by Defra (2005) categorises the danger to people for different combinations
of depth and velocity as shown in Table 3-1.
Table 3-1: Danger to people relative to different combinations of flood flow depth
and velocity
*Taken from Table 13.1 of the Defra/EA FD2320/TR2 reportvii .
The flood hazard rating (HR) is calculated as a function of depth, velocity and debris factor
v iii
based on Defra (2006) using the following equation:
HR = ((v + 0.5) * D) + DF
Where: v = velocity (ms-1)
d = depth (m)
DF = debris factor (probability that debris will lead to a hazard, defined in the model)
A guide to the different groups/vulnerabilities of people that should be considered as falling
into each of the danger classifications based on this HR is provided below in Table 3-2.
Table 3-2: Hazard to People as a Function of Velocity and Depth
ix
(Adapted from Table 2 of EA/HR Wallingford 2008 Supplementary Note )
HR Threshold
(d x (v + 0.5)) + DF) =
Degree of Flood
Hazard
<0.75
Low
0.75 - 1.25
Moderate
1.25 - 2.0
Significant
>2.0
Extreme
Danger Classification
Caution
“Shallow flowing water or deep standing water”
Danger for Some (i.e. children, the elderly and
the infirm)
“Deep or fast flowing water”
Danger for Most people (includes the general
public)
“Deep fast flowing water”
Danger for All (includes emergency services)
“Deep fast flowing water”
Using the above information, the varying surface water flood risk within and across the areas
identified as being at risk can be determined to inform the Exception Test.
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3.6
Flooding from Groundwater
EA Groundwater Vulnerability Maps obtained during Level 1 SFRA show the study area to be
mostly underlain by a minor aquifer of varying vulnerability. British Geological Survey (BGS)
mapping shows the area to be mostly underlain by carboniferous limestone, igneous rocks
and sandstones which have limited permeability. Large parts of the bedrock covering the study
area is overlain by relatively impermeable glacial till, further reducing the likelihood of
groundwater flooding.
Groundwater flooding is often very localised in nature and a minor number of flooding events
have been recorded in Spittal, near Berwick and Darras Hall in Ponteland. In the mid 1990’s
several properties had to be evacuated following a collapse of a nearby mine and subsequent
built up of water in Spittal. Following discussions with the EA, consideration should be given to
potential minewater intrusion in the former coal mining settlements on the coast.
The Department for Food and Rural Affairs (DEFRA) Strategy for Flood and Coastal Erosion
Risk Management study (2004) did not show any recorded instances of groundwater flooding
in the study area. This does not mean that groundwater flooding has not occurred, or that it
will not occur in the future, purely that no incidents have been specifically recorded in the EA
records.
The available datasets have been used to qualitatively determine the risk of groundwater
flooding at each CSDA and to identify the suitability of infiltration SuDS.
3.7
Flooding from Sewers
During the Level 1 SFRA, NW provided the DG5 data based on wider drainage areas. This
data set indicated the risk of sewer flooding as ‘High’, ‘Medium’ and ‘Low’ based on the
reported number of incidents for individual drainage areas.
As part of the Level 2 SFRA, NW provided further DG5 data based on 100 square metre grid
2
squares. The new data set uses 100m grid squares to flag up areas where NW have
properties on their DG5 sewer flooding registers (1 in 10, 2 in 10 and 1 in 20-year). In
comparison to the Level 1 SFRA data, the new data enables the identification of localised
areas at risk of hydraulic sewer flooding within each drainage catchment area. Therefore, the
new dataset has been used in the Level 2 SFRA to assess sewer flooding risk.
The DG5 register defines internal flooding as flooding which enters a building or passes below
a suspended floor; whilst external flooding is defined as flooding which is not classed as
internal. Properties at risk are defined as properties that have suffered or are likely to suffer
internal flooding from public foul, combined or surface water sewers due to overloading of the
sewerage system more frequently than the relevant period. The water company irrespective of
the severity of the storm should register all flooding incidents. For reporting purposes,
buildings are restricted to those normally occupied and used for residential, public,
commercial, business or industrial purposes.
3.8
Flooding from Reservoirs, Canals and Other Artificial Sources
The locations of reservoirs and artificial flood sources have been identified using EA and
Ordnance Survey data.
There are several reservoirs within the study area and within the river catchments upstream of
3
the development sites that fall under the Reservoirs Act (1975) (i.e. greater than 25,000 m
capacity), including Kielder Water, Catcleugh Reservoir and Fontburn Reservoir. In addition,
there are numerous smaller reservoirs and lakes within the study area.
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The EA has produced Reservoir Inundation Mapping (RIM) to broadly quantify the areas at
residual risk of flooding from bodies falling under the Reservoirs Act. This dataset has been
accessed on the EA website and used to determine residual risk for the sites considered in the
Level 2 SFRA.
The Flood and Water Management Act 2010 updates the Reservoirs Act (1975) reflecting a
more risk based approach to reservoir regulation, with several of the key changes outlined
below:
3.9
•
Reducing the capacity at which a reservoir will be regulated from 25,000m³ to 10,000m³;
•
Ensuring that only those reservoirs assessed as a higher risk are subject to regulation;
•
All undertakers with reservoirs over 10,000m³ must register their reservoirs with the EA;
•
Inspecting engineers must provide a report on their inspection within 6 months;
•
All undertakers must prepare a reservoir flood plan; and
•
All incidents at reservoirs must be reported.
Tidal Flooding
Northumberland has a long and varied coastline and consequently, some settlements at the
coast are at risk of tidal flooding from the North Sea and/or estuary flooding. There is a history
of tidal flooding in some parts of the study area.
Data provided by the EA (CFMP, SMP2, ANECDOTAL EA DATA) notes that historically there
has been a history of tidal flooding in Blyth and Cambois settlements. The following table
summarises historic events recorded for these areas.
Table 3-3: Historical tidal flooding (Including extracts from EA CFMPs)
Blyth
Date
Source
Areas affected by flooding
Dec 1876
Tidal
Waves flowing into streets of Blyth.
Sep 1890
Tidal
Dec 1921
Tidal
Extraordinary high tide in Blyth, highest in 30 years, affected Cowpen
Square, Havelock Street, Croft Road, Waterloo Hotel, and houses
close to Cambois Ferry, Grey Street and Turner Street (1 in 167 yr
return period).
In Blyth flood water flowing through the gratings covering the sewers,
affected Park Road, Havelock Street, Croft Road, Regent Street,
Turner Street, Cowpen Street and Cowpen Square (1 in 63 yr return
period).
Feb 1924
Tidal
Flooding in Blyth with overflow down Regent Street almost as far as
Travellers Rest Hotel also affected business premises east of the
Arcade and Turner Street (1 in 28 yr return period).
Jan 1953
Tidal
Floods up to 1m (3 feet) deep caused by high tides land gales up to
82mph. Affected Golden Fleece, Regent Street, Waterloo Road,
Havelock Street and Bondicar Terrace in Blyth.
Nov 1954
Tidal
Serious flooding in Blyth at High Ferry (1 in 38 yr return period).
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Cambois
Date
Sep 1890
Source
Tidal
Areas affected by flooding
Extraordinary high tide in Blyth, highest in 30 years, affected Cowpen
Square, Havelock Street, Croft Road, Waterloo Hotel, and houses
close to Cambois Ferry, Grey Street and Turner Street (1 in 167 year
return period).
Northumberland experienced flooding as a consequence of a storm surge which took place on
th
th
the 5 / 6 December 2013. Amble, Alnmouth, Beadnell, Berwick, Boulmer, Blyth, Holy Island,
Seahouses and Warkworth were among the areas affected. A minimum of 8 residential
properties were affected as well a number of roads.
3.10
Consideration of Climate Change
The impacts of climate change have been approached in line with the PPG, Environment
x
Agency Guidance to Support the NPPF and Environment Agency guidance ‘Adapting to
xi
Climate Change: Advice for flood and coastal erosion risk management authorities’ . The EA
guidance states that the climate change projection data given in Sections 3.10.1 and 3.10.2 of
this SFRA is the same as those that were in PPS25 and the NPPF Technical Guidance. The
data has been derived from DEFRA FCDPAG3 Economic Appraisal Supplementary Note to
xii
Operating Authorities – Climate Change Impacts . This document has now been superseded
by EA Adapting to Climate Change: Advice for flood and coastal erosion risk management
authorities, but the numbers in Table 3-4 below and Table 3-5 overleaf are considered suitable
for use in the planning system.
The impacts of future climate change to the strategic development sites have been considered
in the form of fluvial flooding, surface and sewer flooding and tidal flooding.
When NPPF Technical Guidance was cancelled in March 2014 the Environment Agency
became responsible for providing the allowances and future updates. The allowances are
being revised to reflect the latest climate projection in UKCP09 and wider flood risk research
published since 2009. New guidance will be published in autumn 2015. There will be a
transitional period following the publication of the new guidance. It is recommended that all
site specific FRA’s use the most recent climate change guidance available.
3.10.1
Fluvial Flood Risk
There is a potential for increased peak river flow as a result of climate change, as identified in
EA guidance (Climate change allowances for planners), an increase in peak flow results in a
greater floodplain envelope. Some of the watercourses have detailed hydraulic models, which
have produced the flood outlines for the 1 in 100 year plus climate change event. Previous
SFRA’s (for the former boroughs and districts within Northumberland) have however noted
that due to the constraints of topography, increases in fluvial flood risk due to climate change
are likely to be limited. For certain towns and villages inland it is possible this statement will
apply due to steep banks along the watercourse. However, for some areas along the coast
this may vary due to generally flat topography.
For watercourses where no detailed hydraulic model outlines were available for the 1 in 100
year event plus climate change, the approach was taken to use the Flood Zone 2 outlines as a
proxy until such a time that modelled data is available. The methodology is explained further
under ‘Climate Change’ in Section 4.
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Table 3-4: Peak Rainfall Intensity Increases and Peak River Flow Increases
Parameter
3.10.2
1900 to 2025
2025 to 2055
2055 to 2085
2085 to 2115
Peak rainfall intensity
+5%
+10%
+20%
+30%
Peak river flow
+10%
+20%
Surface Water and Sewer Flooding
The potential increase in peak rainfall intensity (Table 3-4) is likely to lead to a potential
increase in surface water flooding, surcharging of gullies and drains and sewer flooding unless
investment is made to increase the capacity of the drainage network. Issues in relation to
surface water flooding are typically localised and should be considered as part of future sitespecific FRAs or as part of any future Surface Water Management Plan (SWMP).
3.10.3
Tidal flooding
Sea level rise will affect tidal reaches of rivers as well as the coastline itself. Table 1 in EA
guidance (Climate change allowances for planners) recommends the following allowances for
sea level rise be taken into account for the North East of England.
Table 3-5: Recommended Contingency Allowances for Net Sea Level Rise
Epoch
Sea Level
Increase
1900 to 2025
2025 to 2055
2055 to 2085
2085 to 2115
2.5mm
7mm
10mm
13mm
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4
LEVEL 2 STRATEGIC FLOOD RISK ASSESSMENT
4.1.1
Introduction
As part of the work on the Northumberland Core Strategy, the Council is at the early stages in
the evidence base gathering process. Therefore, following completion of the Level 1 SFRA,
NCC has identified a limited number of locations to be further evaluated in the Level 2 SFRA.
These locations are named as Potential Development Areas (PDAs) and have been identified
as particular locations at flood risk in the Level 1 SFRA. The PDAs comprise those locations
that were identified in the Level 1 SFRA and through further work to fall in Flood Zone 2 and
3. The locations that were identified that fall in Flood Zone 1 have not been considered for
further evaluation, as these would not be subjected to the sequential test under the NPPF.
Appendix B shows the location of all of the PDAs.
The aim of the Level 2 SFRA is to assist in informing whether or not these PDAs should be
considered for further evaluation as part of the work on the Core Strategy. It should be noted
that these PDAs may not be the areas, which appear in the final Core Strategy.
The PDAs considered in the SFRA Level 2 assessment include:
•
Amble (South East) Core Strategy Delivery Area: South East PDA;
•
Blyth (South East) Core Strategy Delivery Area: C02 Riverside Park and C03 Riverside
Park, Coniston Road;
•
Cramlington (Central) Core Strategy Delivery Area: C10 Northumberland Business Park;
•
Hexham (Central) Core Strategy Delivery Area: East Hexham, North Hexham, E20
Former Bunker, E08 Egger and E15 Acomb;
•
Prudhoe (Central) Core Strategy Delivery Area: E12 Prudhoe plus land held for
expansion at E12 Low Prudhoe;
•
Ponteland (Central) Core Strategy Delivery Area: North West of Ponteland, East of
Ponteland, South East of Ponteland and Ponteland Bypass;
•
Belford (North) Core Strategy Delivery Area: E01 Belford;
•
Wooler (North) Core Strategy Delivery Area: East of Wooler, North East of Wooler and
North West of Wooler;
•
Haltwhistle (West) Core Strategy Delivery Area: E03 Hadrian;
•
Haydon Bridge (West) Core Strategy Delivery Area: West of Haydon Bridge; and
•
Bellingham (West) Core Strategy Delivery Area: South of Bellingham and E02 Foundry
Road.
PDAs which fall into Flood Zone 1 have not been taken forward for assessment in the Level 2
SFRA. Appendix B shows the location of all the PDAs and Appendix C includes a high level
assessment of fluvial/ tidal, surface water and artificial (reservoir) flooding for all potential
development locations.
The following section evaluates the PDA’s against the following categories:
•
Existing use and topography;
•
Proposed use and vulnerability;
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•
Sources of flooding (rivers/sea, surface water, groundwater, sewers and artificial
sources);
•
Flood defence infrastructure;
•
Residual flood risks;
•
Climate change;
•
SuDS applicability;
•
Recommendations and policies; and
•
Site specific FRA guidance.
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4.2
Core Strategy Delivery Area – South East : Amble
Figure 4-1: Fluvial Flood Extent
PDA Information
Grid
Reference
River
Catchment
PDA
South East
River Coquet
PDA Area
PDA
South East
Existing Use
and
Topography
Grid Reference (OS NGR)
427588, 603624 (NU2703)
Area (ha)
53 ha
Capacity (Housing sites
(hsg), employment land
(ha)
740 hsg
South East
The PDA is located to the southeast of Amble. The North Sea is located to the east of the
PDA, greenfield to the south and commercial and industrial properties to the west. The PDA
is predominantly occupied by open grassland, and is therefore considered greenfield.
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4.2
Proposed
Use and
Vulnerability
Classification
Core Strategy Delivery Area – South East : Amble
The PDA topography slopes in a northeast direction from approximately 19.6mAOD in the
southwest corner to 15.4 mAOD in the northeast corner.
The table below summarises the proposed uses of the PDA, provided by NCC (July 2014).
PDA
South East
Proposed Use
Housing
Status
Alternative area
The table below illustrates a matrix of ‘Vulnerability Classification’ based on Table 2 in the
National Planning Policy Framework (NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Residential
More
vulnerable*


Exception
Test
required

Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification of
their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers/Sea
The PDA is located to the west of the North Sea and north of an unnamed watercourse and
Hauxley Nature Reserve.
The Environment Agency’s (EA’s) Flood Maps present the extent of Flood Zones.
South East
The EA’s Flood Maps indicate that the majority of the PDA is in Flood Zone 1. An area in
the centre of the PDA is indicated to be in Flood Zone 2. The majority of the PDA is
therefore not at risk of significant flooding.
The flood maps indicate that the flooding is fluvial and the PDA is at risk of flooding from an
unnamed watercourse which runs in a southerly direction through Hauxley into a
watercourse which feeds Hauxley Nature Reserve.
The PDA is not located with a Flood Warning Area.
The Alnwick District SFRA Level 2 assesses flood risk in Amble – High Hauxley
(Referenced C1b). The SFRA states that water levels are estimated at 0.15m AOD in a
0.1% AEP (1 in 1000 year) although localised flooding problems from excessive surface
water runoff and under capacity of sewer networks have been recorded in the nearby area.
The above information should also be taken into account when allocating development in
the wider Amble area.
Surface
Water
The risk of surface water flooding at the PDA has been assessed using the EA’s Updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-2 indicates surface water flood
risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000 year return period)
AEP events for the PDA.
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4.2
Core Strategy Delivery Area – South East : Amble
An area to the east of the PDA has been identified as being at high risk, some areas along
the pathway of the unnamed watercourse have also been identified as high risk. Some
lower risk surface water flooding has been identified to the west of the area.
Figure 4-2: updated Flood Maps for Surface Water – Extent
As shown in Figure 4-3 it has been predicted that flood depths to the east of the site could
reach 0.9m – 1.2m at points.
Figure 4-3: updated Flood Maps for Surface Water – Depth
Figure 4-4 shows that according to the uFMfSW, surface water flooding presents a low
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Core Strategy Delivery Area – South East : Amble
hazard to the west of the PDA, moderate /low along the path of the unnamed watercourses
and moderate/ significant to the east of the PDA.
Figure 4-4: updated Flood Maps for Surface Water – Hazard
Refer to ‘Site-specific FRA Guidance’ section for recommendations relating to management
of surface water within individual PDA’s.
Groundwater
The British Geological Survey (BGS) Areas Susceptible to Groundwater Flooding maps
indicate that the PDA is at high risk of groundwater flooding (over 75%).
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as thematic maps to
highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at the PDA:
PDA
South East
Underlying Aquifer
Minor Aquifer
Vulnerability
Intermediate Vulnerability
Low Vulnerability
The EA’s Source Protection Zone (SPZ) maps indicate that the PDA’s are not located
within a SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, NWL DG5 data indicates risk of sewer
flooding in NWL drainage areas based on 100 square metre grid square data.
Review of the NWL DG5 100 square metre grid square data indicates six grid squares in
the drainage area. The PDA is located within the NWL Amble & Warkworth (01-D02)
drainage area catchment.
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4.2
Artificial
Sources
Core Strategy Delivery Area – South East : Amble
Future developments should take measures as far as is practicable to reduce the flood risk
arising from the development to the PDA itself and downstream properties. A site-specific
FRA should identify the drainage strategy to mitigate sewer flooding risk.
There are no canals, reservoirs or other artificial water sources that may provide a flood risk
in the vicinity of the PDA – as such there is not considered to be a significant risk to the
PDA.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
Information provided by the Environment Agency and obtained from AIMS does not identify any fluvial
defences in the immediate area.
The Northumbria Flood Action Plan however states that a sea wall is in place to protect properties further
north that are at risk of flooding from the North Sea.
Residual Flood Risks
It is recommended that the development allocation process within the PDA follows the principles of the
NPPF sequential approach.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available these
were used for mapping. For those areas where detailed Flood Zone 3 plus climate change outlines were not
available, the Flood Zone 2 outline was used as a proxy until more detailed information becomes available
(i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a site-specific FRA).
For the Amble area, as modelled outlines were unavailable, Flood Zone 2 was used as a proxy to map the
potential outline of Flood Zone 3 plus climate change. Therefore, it is recommended that as a part of areaspecific FRAs detailed modelling is undertaken to confirm the extent of the Flood Zone 3 plus climate
change, should any development be proposed within the area covered by the proxy outline.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event would
be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy dataset
or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that as part of any future detailed site-specific FRAs the extent of Flood Zone 2 plus climate
change is determined, should this be critical to the layout of the development. Consultation with the EA
should be undertaken to determine a suitable methodology for undertaking this assessment (i.e. detailed
modelling, or applying an agreed buffer to Flood Zone 2).
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for this
area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with EA, Local Planning Authority (LPA) and Lead Local Flood
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Core Strategy Delivery Area – South East : Amble
Authority (LLFA) to manage surface water run-off as near to its source as possible. For the PDA described
above, given the ground conditions attenuation SuDS are likely to be an appropriate technique to manage
surface water at the site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on the
guidance and advice provided within the Level 2 SFRA and PPG
For the wider area of Amble, there are potential opportunities for the LPA to incorporate SuDS in the master
plan to manage surface water whilst improving local water quality, biodiversity, and amenity.
Recommendations
•
If development pressures create a need to develop within areas that are at risk of flooding (i.e., Flood
Zone 2 and Flood Zone 3), they should incorporate appropriate mitigation measures which must not
increase the risk of flooding to surrounding areas. Careful liaison with the EA will be necessary during
the design and planning process and it cannot be assumed that the EA will not object to development in
these areas;
•
Any sites which contain or are adjacent to rivers should be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency / Lead Local Flood Authority have powers to undertake
work where deemed necessary.
•
Developers should liaise with the Local Planning Authority to ensure that appropriate SuDS have been
proposed for the site; and
•
Self-contained basements will not be permitted within Flood Zone 3. Basements may be accepted if
free access is available to floors above the 1% AEP flood level. If basements are included as part of a
scheme then they should adhere to British Standard 8102.
Policies
•
Where applicable roll back development from the unnamed watercourse outside of Flood Zone 3a to
create ‘blue corridors’ which provide public open space and recreation areas near the watercourse and
coast and enhance green infrastructure;
•
It should be possible for new development in this area to be designed to take this fluvial flood risk into
account and would not result in displacing Flood Zone 3 extents elsewhere;
•
Mixed use (mixed vulnerability) development should follow the principles of the NPPF sequential
approach across the wider area. For example, proposed residential development should be steered to
the lower risk areas, with the remaining ‘less vulnerable’ land uses being located on the (relatively)
higher risk areas. This approach can also be applied within buildings, for example commercial
development located at ground floor level and residential development above ground floor level in flood
risk areas. However, access and egress must still be made available for the residential uses;
•
Surface water/pluvial flood risk should also inform the site layout, such that ‘highly vulnerable’
development is avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
As the PDA is greenfield, future developments within the area potentially can increase surface water
runoff. SuDS should be considered at all stages of the planning and design of new developments to
reduce runoff rates and volumes from the developed site, thus reducing the resultant flood risk posed to
the site and adjacent/downstream areas. Development should, where reasonably possible, aim to
reduce surface water runoff to less than greenfield run off. If this is not possible then greenfield runoff
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4.2
Core Strategy Delivery Area – South East : Amble
rates should be achieved by the proposed mitigation measures.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the site that falls entirely or
partly within Flood Zone 2 and Flood Zone 3. For individual plots within the site that do fall within Flood
Zone 1, an FRA will be required for any development in excess of 1 ha. The FRA will need to consider
surface water management;
•
If no models are available then the Lead Local Flood Authority may require a model as part of a
planning application;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an individual
property-level (such as flood resilient construction) and at a strategic level (such as strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to flood
risk from all sources, in line with the recommendations above (sequential approach to site layout).
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developer should retrofit drainage solutions to the
site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI) works;
•
The risks identified above should be adequately investigated and assessed as part of the FRA and
mitigation measures implemented accordingly. In such situations, the developer is generally required to
provide resources and funds to undertake more complex modelling/assessments to determine the risk
on the development. In addition, the developer is generally responsible for funding any flood risk
management works, including defences and mitigation works;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly pertinent
issue for areas, where access roads are at risk of flooding; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. As the site is greenfield, greenfield runoff rates should be retained.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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4.3
Core Strategy Delivery Area – South East: Blyth
Figure 4-5: Tidal Flood Extent
Figure 4-6: Fluvial Flood Extent
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PDA Information
Grid
Reference
River
Catchment
PDA
C02 Riverside Park and
C03 Riverside Park,
Coniston Road
Blyth Estuary Strategic
Employment Area
South West of Blyth
Grid Reference
NZ 292 820
NZ 304 835
NZ 297 791
River Blyth
PDA Area
PDA
C02 Riverside Park and
C03 Riverside Park,
Coniston Road
Blyth Estuary Strategic
Employment Area
South West of Blyth
Area (ha)
Capacity (Housing
sites (hsg),
employment land (ha)
10.212 ha
10.2121 ha
208 ha
208 ha
56 ha
1,075 hsg
C02 Riverside Park and C03 Riverside Park, Coniston Road
Existing Use
and
Topography
The PDA is located on the south bank of the Blyth Estuary and forms part of the existing
employment land in the area. A number of existing large industrial buildings are located
towards the western area of the PDA and a small area of greenfield is available towards
the eastern area of the PDA. The Blyth Estuary forms the northern boundary of the PDA
whilst residential and commercial properties form the other boundaries.
The PDA topography generally falls towards the Blyth Estuary from around 15.4m AOD in
the south west corner to 5.2m AOD in the north east corner.
Blyth Estuary Strategic Employment Area
The Blyth Estuary Strategic Employment Area PDA extends along the north and south
banks of the River Blyth Estuary. The PDA which is proposed to deliver employment
opportunities in green industries comprises of both brownfield and greenfield land. The
land along the north bank of the River Blyth Estuary predominately comprises of the
demolished Blyth Power Station whilst the land along the south bank comprises of various
industrial properties.
The topography of the land along the north bank varies between 12m AOD and 2m AOD.
The PDA levels along the south bank of the River Blyth Estuary vary between 7m AOD
and 4m AOD.
South West of Blyth
The South West of Blyth PDA is located in New Delaval to the east of Newsham. The
PDA is predominantly occupied by greenfield areas with some developed land towards
the east. Blyth Golf club and residential properties respectively form the northern and
eastern boundaries whilst farmland forms the other boundaries.
The PDA topography generally falls towards the south east from around 21.5 m AOD to
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16.8m AOD.
Proposed
Use and
Vulnerability
Classification
The table below summarises the proposed uses of the PDAs, provided by NCC (July
2014).
PDA Name
C02 Riverside Park and
C03 Riverside Park, Coniston
Road
Blyth Estuary Strategic
Employment Area
South West of Blyth
Proposed Use
Status
Employment
Completion of available
employment land
Employment
Preferred area
Residential
Preferred area
The table below illustrates a matrix of the ‘Vulnerability Classification’ of each type of
development in Blyth based on Table 2 in the National Planning Policy Framework
(NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Residential
More
vulnerable


Exception
Test
required

Employment/Mixed
use (e.g hospitals,
residential care
homes, social services
homes, prisons,
hostels, dwelling
houses and student
halls of residence)
More
vulnerable*


Exception
Test
required

Employment/Mixed
use (e.g shops,
restaurants, offices,
general industry,
storage and
distribution)
Less
vulnerable*




Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification
of their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers/Sea
The Blyth Estuary and North Sea present fluvial and tidal flood risks to those PDAs
located along the Blyth Estuary. Newsham Burn which flows along the southern boundary
of New Delaval presents fluvial flood risk to South West of Blyth PDA.
The Environment Agency’s (EA’s) Flood Maps indicate the extent of Flood Zones
xiii
associated with the River Blyth and the modelled data provided by the EA as a part of
the SFRA Level 2 indicates the extent of Flood Zones associated with Newsham Burn.
C02 Riverside Park and C03 Riverside Park, Coniston Road
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The EA’s Flood Map (Figure 4-5) indicates that the majority of the PDA is in Flood Zone 1.
A small area in the north of the PDA is indicated to be in Flood Zone 2 and Flood Zone 3.
The majority of the PDA is therefore not at risk of significant flooding.
Blyth Estuary Strategic Employment Area
The EA’s Flood Map (Figure 4-5) indicates that the majority of the PDA is in Flood Zone 1.
A small area along the north and south bank of the Blyth Estuary indicated to be in Flood
Zone 2 and Flood Zone 3. The majority of the PDA is therefore not at risk of significant
flooding.
South West of Blyth
Newsham Burn Flood Zone Improvement Study, 2010 indicates the extent of Flood Zones
within this PDA. The Flood Maps (Figure 4-6) indicate that the majority of the PDA is in
Flood Zone 1. A small area in the south east of the PDA is indicated to be risk of flooding
from Newsham Burn and the extent of flood risk includes both Flood Zone 2 and Flood
Zone 3.
The EA completed a Flood Alleviation Scheme for Newsham Burn in December 2011 and
the flood zones may therefore have been reduced as a result. However, the EA have
advised that there will be no further update to the flood extent in the near future.
In addition to the available Flood Maps, the EA has completed the Blyth Tidal Projection
Model in July 2010 to derive new sea level estimates for the Blyth and Cambois areas.
The study has derived the following model outlines for 0.5% (1 in 200 year return period)
and 0.1% (1 in 1000 year return period) AEP events.
•
0.5% AEP = 4.06m AOD
•
0.1% AEP = 4.28m AOD
Land within the Blyth Estuary Strategic Employment Area PDA is located within the EA’s
‘North Sea at Blyth’ Flood Warning Area.
The table below summarises the policy plan identified for Blyth shoreline from the
Northumberland Shoreline Management Plan 2.
Management Area
Policy Unit
Policy Plan
2025
2055
2105
Northum berland SMP2
Com m ent
MA21
Spital
Point to
Blyth
East Pier
21.6
Blyth East Pier
HTL*
HTL
HTL
This is a key feature in
controlling the plan shape
of the Policy Development
Zone
MA22
Blyth
Harbour
22.1
Blyth Harbour
HTL
HTL
HTL
Check compatibility w ith
CFMP and Blyth Flood
Risk Review
23.1
Blyth West Pier
to Beach
Gardens
HTL
HTL
HTL
Prevent breaching into
South Harbour
23.2
Beach Gardens
to Promenade
MR**
Realignment at the end of
the promenade w ill be
needed in the longer term
in response to rising sea
levels
MA23
Blyth
West
Pier to
Seaton
Sluice
HTL
HTL
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23.3
South Breach
MR
MR
MR
Manage the recession
process to ensure no
breaching through dunes.
Further investigation of
local erosion at Maggie’s
Burn
23.4
Seaton Burn
HTL
HTL
HTL
Policy extends along short
section of existing w all at
Seaton Sluice headland
* HTL – Hold the line: Maintain or upgrade the level of protection provided by defences or the natural coastline
** MR – Managed Realignment: Manage the coastal processes to realign the ‘natural’ coastline configuration,
either seaw ard or landward of its present position.
The above information should also be taken into account when allocating development in
the PDAs located along the Blyth shoreline.
Surface
Water
The risk of surface water flooding at Blyth has been assessed using the EA’s updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-7 and Figure 4-8 indicates
surface water flood risk from 3.33% (30 year return period), 1% (100 year) and 0.1%
(1000 year return period) AEP events for each PDA in Blyth.
C02 Riverside Park and C03 Riverside Park, Coniston Road
The EA’s uFMfSW indicates that some of the access roads throughout the PDA may be at
medium to high risk from surface water flooding.
Blyth Estuary Strategic Employment Area
The EA’s uFMfSW indicates that significant areas including access roads in the
demolished Blyth Power Station site may be at medium to high risk from surface water
flooding. The maps also indicate medium to high risk of surface water flooding in small
areas along the south bank.
South West of Blyth
The EA’s uFMfSW indicates that a large area located towards the central, northern and
southern parts of the PDA to be at high risk surface water flooding.
Figure 4-9 and Figure 4-10 indicates areas of the PDAs which may reach a depth of 1.2m
in a 0.1% AEP.
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Figure 4-7: updated Flood Maps for Surface Water – Extent (Blyth Estuary Strategic
Employment Area,C02 & C03)
Figure 4-8: updated Flood Maps for Surface Water – Extent (SW Blyth)
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Figure 4-9: updated Flood Maps for Surface Water – Depth (Blyth Estuary Strategic
Employment Area,C02 & C03)
Figure 4-10: updated Flood Maps for Surface Water – Depth (SW Blyth)
Figure 4-11 and Figure 4-12 indicates that the degree of flood hazard associated with
Blyth Estuary Strategic Employment Area and South West of Blyth PDAs as significant in
areas at risk of flooding
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Figure 4-11: updated Flood Maps for Surface Water – Hazard (Blyth Estuary
Strategic Employment Area,C02 & C03)
Figure 4-12: updated Flood Maps for Surface Water – Hazard (SW Blyth)
The ‘Site-specific FRA Guidance’ section of the SFRA provides recommendations relating
to management of surface water within individual sites.
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Groundwater
The British Geological Survey(BGS) Areas Susceptible to Groundwater Flooding maps
indicate the following conditions at each PDA;
PDA
Groundwater Flood Risk
C02 Riverside Park and
Low risk (<25%)
C03 Riverside Park, Coniston Road
Blyth Estuary Strategic Employment
Area
Low to medium risk (>= 50% <75%
South West of Blyth
High risk (>=75%)
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as thematic maps
to highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at each PDA:
PDA
Underlying Aquifer
Groundwater
Vulnerability
Classification
C02 Riverside Park and
Minor Aquifer
High Vulnerability
Blyth Estuary Strategic
Employment Area
Minor Aquifer
High Vulnerability
South West of Blyth
Minor Aquifer
Low Vulnerability
C03 Riverside Park,
Coniston Road
The EA’s Source Protection Zone (SPZ) maps indicate that the PDAs are not located
within a SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of
hydraulic sewer flooding in NWL drainage areas based on 100 square metre grid square
data.
Review of the NWL DG5 100 square metre grid square data indicates that a number of
incidents have been recorded adjacent to C02 and C03 Riverside Park PDAs and the
Blyth Estuary Strategic Employment Area PDAs. The Core Strategy PDAs in Blyth are
located within the NWL Blyth (02-D01) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood
risk arising from the development to the site itself and downstream properties. A sitespecific FRA should identify the drainage strategy to mitigate sewer flooding risk.
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Artificial
Sources
There are no canals, reservoirs or other artificial water sources that may provide a flood
risk in the vicinity of Blyth– as such there is not considered to be a significant risk to any of
the proposed PDAs.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
Information provided by the Environment Agency and obtained from AIMS does not identify any fluvial
defences in the immediate area. The National Flood and Coastal Defence Database (NFCDD) however
indicate a number of private and EA maintained raised defences (man-made) located along the south
bank of the River Blyth Estuary. Figure 4-13 and the table overleaf provide an overview and summary of
these defences.
Potential
Strategic
Areas
Defences
Figure 4-13: NFCDD Information
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NFCDD
ID
EA Asset reference
Maintained
by
Asset
protection type
Standard of
Protection
(AEP)
Asset Com m ents (EA)
188
1212100210101R02
EA
Tidal
1%
No information provided.
189
1212100210101R03
EA
Tidal
1%
No information provided.
190
1212100210101R05
Private
Tidal
1%
Low embankment across
unsealed roadw ay, formed as
a vehicle ramp.
191
1212100210101R06
EA
Tidal
1%
Extends from upstream
brickw ork floodwall, on past
the jetty to a small flood bund
dow nstream.
192
1212100210101R07
Private
Tidal
1%
Exterior of Golden Fleece
Public House acting as a
floodw all.
193
1212100210101R07
EA
Tidal
1%
Low Embankment/ Bund
extending from concrete wall
through to high ground
dow nstream. Inspect
separately from adjoining w all
(R06).
The existing topography adjacent to the Blyth Estuary and the Newsham Burn is
high ground and
provides protection from fluvial/tidal flooding for the PDAs located adjacent to these watercourses.
However, it is recommended that a detailed assessment is undertaken as a part of any future site-specific
FRA to establish the actual level of protection provided by any natural high ground located adjacent to the
sites as well as the structural integrity of the high ground.
Residual Flood Risks
The Blyth Tidal Study completed in 2001 by the EA has undertaken a detailed assessment of the flood
defences located along the south bank of the River Blyth Estuary. The study concludes that the defences
are adequate to protect the area for events up to 0.5% AEP (1 in 200 year return period) and identifies the
importance of safeguarding the integrity of the high ground and structures that protect Blyth town centre
and associated areas from flooding. Careful planning is required to maintain the defences if development
takes place in this area.
It is recommended that the development allocation process across Blyth follows the principles of the
NPPF sequential approach. Should development take place adjacent to the defences, it is recommended
that possible impacts from both defence breach and overtopping for local and neighbouring areas are
established. Particularly the post-development, defence breach and overtopping scenario should be
modelled to establish the impact on flood flow paths and rates. It should be noted that Blyth town centre
and land within the Blyth Estuary Strategic Employment Area PDA also depend on the integrity of these
defences for protection from tidal flooding up to 0.5% AEP (1 in 200 year return period).
There are no other formal defences located adjacent to the other PDAs, therefore, at present; the residual
risk of flooding at other PDAs due to defence failure is low.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available
these were used for flood mapping purposes. For those areas where detailed Flood Zone 3 plus climate
change outlines were not available, the Flood Zone 2 outline was used as a proxy until more detailed
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information becomes available (i.e. an Environment Agency hydraulic modelling study or hydraulic
modelling study undertaken for a site-specific FRA).
For Blyth, as modelled outlines were unavailable, Flood Zone 2 was used as a proxy to map the potential
outline of Flood Zone 3 plus climate change. Therefore, it is recommended that as a part of site-specific
FRAs, impact of climate change should be predicted by calculating the potential by calculating the
potential sea level rise from the data provided by the NPPF, should any development be proposed within
the area covered by the proxy outline for the Blyth estuary area. The predicted level can then be related to
topographic data to delineate the extents. For West of Blyth site Flood Zone 3 plus climate change extent
should be determined as a part of site-specific FRA and where necessary detailed modelling should be
undertaken to confirm the extent. It should be noted that the 200 year tidal flood plus climate change may
cover an area greater that Flood Zone 2 shows. Therefore some areas of Flood Zone 1 which may be
close enough to the coast, or low enough, may be affected by climate change and therefore potentially at
risk. This can apply to fluvial flooding too.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event would
be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy dataset
or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that as part of any future detailed site-specific FRAs the extent of the Flood Zone 2 plus
climate change is determined, should this be critical to the layout of the development. Consultation with
the EA should be undertaken to determine a suitable methodology for undertaking this assessment (i.e.
detailed modelling, or applying an agreed buffer to Flood Zone 2).
SUDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for
this area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the Environment Agency, the Local Planning Authority
(LPA) and Lead Local Flood Authority (LLFA) to manage surface water run-off as near to its source as
possible. For the PDAs described above, given the ground conditions attenuation SuDS are likely to be an
appropriate technique to manage surface water at individual site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on the
guidance and advice provided within the Level 2 SFRA and the NPPF.
For the wider area of Blyth, there are potential opportunities for the LPA to incorporate SuDS in the master
plan to manage surface water whilst improving local water quality, biodiversity, and amenity.
Recommendations
•
If development pressures create a need to develop within areas that are at risk of flooding (i.e., Flood
Zone 2 and Flood Zone 3), they should incorporate appropriate mitigation measures which must not
increase the risk of flooding to surrounding areas. Detailed liaison with the Environment Agency will
be necessary during the design and planning process and it cannot be assumed that the Environment
Agency will not object to development in these areas;
•
The risk at this location is principally attributed to surface water and groundwater and as a result
proposed development should mitigate against this risk;
•
Self-contained basements will not be permitted within Flood Zone 3. Basements may be accepted if
free access is available to floors above the 1% AEP flood level. If basements are included as part of a
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scheme then they should adhere to British Standard 8102; and
•
For South West Blyth any new discharge to the Newsham Burn should be attenuated so as to prevent
any detrimental impacts downstream. There is currently flooding predicted on the upper parts of
Newsham Burn and EA works have reduced the impact lower down the watercourse. Consultation
should be undertaken with the EA and Local Planning Authority to agree an appropriate discharge
rate to Newsham Burn. Some development has commenced at this location and surface water
discharges to Meggie’s Burn, 1km to the south of Newsham Burn.
Policies
•
Where applicable roll back development from the Blyth Estuary, Newsham Burn and coastal areas
outside of Flood Zone 3a to create ‘blue corridors’ which provide public open space and recreation
areas near the Blyth Estuary and coast and enhance green infrastructure. Development should not
encroach within 5m of the Blyth Estuary, which is the Environment Agency by-law distance for Main
Rivers. This would be beneficial both in terms of flood risk and maintenance access;
•
Development allocation across the wider area should follow the principles of the NPPF sequential
approach. For example, proposed residential development should be steered to the lower risk areas,
with the remaining ‘less vulnerable’ land uses being located on the (relatively) higher risk areas;
•
Surface water/pluvial flood risk should also inform the site layout, such that ‘highly vulnerable’
development is avoided in locations that are shown at the greatest risk of pluvial flooding;
•
As the PDAs comprise of a mixture of greenfield and brownfield land, future developments within the
PDAs potentially can increase surface water runoff. SuDS should be considered at all stages of the
planning and design of new developments to reduce runoff rates and volumes from the developed
sites, thus reducing the resultant flood risk posed to the sites and adjacent/downstream areas;
•
The South West of Blyth site should aim to mimic existing drainage regimes as closely as possible,
and reduce discharge off site. Any new discharge to the Newsham Burn will have to be attenuated so
as to prevent any impacts downstream through detailed investigations. There is currently flooding
predicted on the upper parts of the Newsham Burn and the EA recent works have reduced the
impacts lower down the watercourse. Any increase in discharge to the watercourse will increase risk
and negate the work that has been completed; and
•
Brownfield sites within the area should aim to reduce the runoff by 50% and greenfield should aim to
retain greenfield runoff rates.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within areas that falls entirely or
partly within Flood Zone 2 and Flood Zone 3. For areas that fall within Flood Zone 1, an FRA will be
required for any development in excess of 1 ha. The FRA will need to consider surface water
management;
•
Maximum fluvial/tidal flood levels should be informed by the most up-to-date versions of the
Environment Agency’s hydraulic models of the River Blyth, Newsham Burn and or any future coastal
studies;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an
individual property-level (such as flood resilient construction) and at a strategic level (such as strategic
SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to flood
risk from all sources, in line with the recommendations above (sequential approach to site layout);
•
The FRA should demonstrate that action has been taken to reduce surface water flood risk to the PDA
and surrounding area;
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•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developers should retrofit drainage solutions to
the site with wider benefits to other local areas at risk;
•
The suitability of infiltration should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the
FRA and mitigation measures implemented accordingly. In such situations, the developer is generally
required to provide resources and funds to undertake more complex modelling/assessments to
determine the residual risk to the development arising from events that overtop or breach the
defences. In addition, the developer is generally responsible for funding any flood risk management
works, including defences and mitigation works;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly
pertinent issue for areas, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed necessary.
Whether these sites are subject to routine EA maintenance, or not, there must be an access route
available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff by
50% and greenfield runoff rates should be retained on previously undeveloped land.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Core Strategy Delivery Area – South East : Cramlington
Figure 4-14: Fluvial Flood Extents
PDA Information
Grid
Reference
PDA
C10 Northumberland
Business Park
River
Catchment
PDA Area
Sandy’s Letch
PDA
C10 Northumberland
Business Park
Existing Use
and
Grid Reference (OS
NGR)
426344, 574583
(NZ2674)
Area (ha)
14.619 ha
Capacity (Housing sites (hsg), employment
land (ha)
14.619 ha
C10 Northumberland Business Park
C10 Northumberland Business Park is located to the south of Cramlington and north of
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Topography
Core Strategy Delivery Area – South East : Cramlington
ordinary watercourse, Sandy’s Letch. The PDA is currently occupied by an existing
industrial site and greenfield. The A19 forms the northern boundary, Sandy’s Letch the
southern boundary, Dudley Lane the western and the B1505 and A189 the eastern
boundary.
The PDA topography is generally flat with an average level of around 13m AOD.
Proposed
Use and
Vulnerability
Classificatio
n
The table below summarises the proposed uses of the PDA, provided by NCC (July 2014).
PDA
C10 Northumberland
Business Park
Proposed Use
Employment
Status
Completion of available
employment land
The table below illustrates a matrix of the ‘Vulnerability Classification’ of each type of
development in Cramlington based on Table 2 in the National Planning Policy Framework
(NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Employment/Mixed use
(e.g hospitals,
residential care homes,
social services homes,
prisons, hostels,
dwelling houses and
student halls of
residence)
More
vulnerable*


Exception
Test
required

Employment/Mixed use
(e.g shops,
restaurants, offices,
general industry,
storage and
distribution)
Less
vulnerable*




Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification of
their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers/Sea
The PDA is located directly to the north of Sandy’s Letch, a tributary of Seaton Burn.
The Environment Agency’s (EA’s) Flood Maps (Figure 4-14) present the extent of Flood
Zones associated with Sandy’s Letch. The EA’s Flood Maps indicate that the majority of the
PDA is in Flood Zone 1. An area to the south of the PDA is indicated to be in Flood Zone 2
and 3. A small length of Sandy’s Letch is located within the PDA boundary. The majority of
the PDA is therefore not at risk of significant flooding.
There are no flood warnings currently in operation within this area.
The Wansbeck and Blyth Catchment Flood Management Plan states that there is a high risk
of flooding in specific areas along the Seaton Burn, particularly in Dudley, which is located
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south of Cramlington. There is limited historic flood information for this area.
The above information should also be taken into account when allocating development in
the wider Cramlington area.
Surface
Water
The risk of surface water flooding at the PDA has been assessed using the EA’s updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-15 indicates surface water flood
risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000 year return period)
AEP events for the PDA.
Figure 4-15 shows that a high risk of surface water flooding has been identified around the
existing broad law roundabout and building located within Dudley Business Centre.
Figure 4-15 updated Flood Maps for Surface Water – Extent
Figure 4-16 shows that surface water flooding depths may reach up to 0.3m during a 0.1%
AEP event.
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Figure 4-16: updated Flood Maps for Surface Water – Depth
Figure 4-17 indicates that the hazard associated with this surface water flooding is
moderate with some areas of low risk.
Figure 4-17: updated Flood Maps for Surface Water – Hazard
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Refer to ‘Site-specific FRA Guidance’ section for recommendations relating to management
of surface water within individual sites.
Groundwater
The British Geological Survey (BGS) Areas Susceptible to Groundwater Flooding map
indicates that the PDA is at high risk of groundwater flooding.
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as a thematic map to
highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at the PDA:
PDA
C10 Northumberland
Business Park
Underlying Aquifer
Minor Aquifer
Vulnerability
Low Vulnerability
The EA’s Source Protection Zone (SPZ) maps indicate that the PDA is not located within a
SPZ.
The site is predominantly located in an area identified as being at high risk of groundwater
flooding (over 75% in the Environment Agency Areas Susceptible to Groundwater Flooding
map (AStGF)).
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of sewer
flooding in NWL drainage areas based on 100 square metre grid square data.
Review of the NWL DG5 100 square metre grid square data indicates 2 grid squares in the
drainage area. The Core Strategy Delivery Area in Cramlington is located within the NWL
Seaton Valley (05-D01) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood risk
arising from the development to the site itself and downstream properties. A site-specific
FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
There are no canals, reservoirs or other artificial water sources that may provide a flood risk
in the vicinity of these PDAs - as such there is not considered to be a significant risk to any
proposed sites.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
The AIMS does not identify any fluvial defences in the immediate area.
The NFCDD however indicates the presence of natural defences, such as high ground along the banks of
Sandy’s Letch. This high ground provides 50% AEP level of protection. The asset has been given an asset
rating by the EA of 3.
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Residual Flood Risks
It is recommended that development allocation process across the PDA follow the principles of the NPPF
sequential approach. As parts of the PDA are located in low-lying fluvial areas with a higher vulnerability to
flood from defence breach and overtop, it is also recommended that detailed assessments are undertaken
as a part of site-specific FRA to establish the standard of protection provided by the defences and identify
necessary mitigation measures to be undertaken.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available these
were used for mapping. For those areas where detailed Flood Zone 3 plus climate change outlines were not
available, the Flood Zone 2 outline was used as a proxy until more detailed information becomes available
(i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a site-specific FRA). It
should be noted that the 200 year tidal flood plus climate change may cover an area greater that Flood
Zone 2 shows. Therefore some areas of Flood Zone 1 which may be close enough to the coast, or low
enough, may be affected by climate change and therefore potentially at risk. This can apply to fluvial
flooding too.
For the Cramlington area, as modelled outlines were unavailable, Flood Zone 2 was used as a proxy to
map the potential outline of Flood Zone 3 plus climate change. Therefore, it is recommended that as a part
of site-specific FRAs detailed modelling is undertaken to confirm the extent of the Flood Zone 3 plus climate
change, should any development be proposed within the area covered by the proxy outline.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event would
be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy dataset
or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that as part of any future detailed site-specific FRAs the extent of Flood Zone 2 plus climate
change is determined, should this be critical to the layout of the development. Consultation with the EA
should be undertaken to determine a suitable methodology for undertaking this assessment (i.e. detailed
modelling, or applying an agreed buffer to Flood Zone 2).
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for this
area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off
as near to its source as possible. For the site described above, given the ground conditions attenuation
SuDS are likely to be an appropriate technique to manage surface water at individual site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on the
guidance and advice provided within the Level 2 SFRA and the NPPF.
Recommendations
•
If development pressures create a need to develop within areas that are at risk of flooding (i.e., Flood
Zone 2 and Flood Zone 3), they should incorporate appropriate mitigation measures which must not
increase the risk of flooding to surrounding areas. Careful liaison with the EA will be necessary during
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the design and planning process and it cannot be assumed that the EA will not object to development in
these areas; and
•
Self-contained basements will not be permitted within Flood Zone 3. Basements may be accepted if
access is available to floors above the 1% AEP flood level. If basements are included as part of a
scheme then they should adhere to British Standard 8102.
Policies
•
Where applicable roll back development from the watercourse outside of Flood Zone 3a to create ‘blue
corridors’ which provide public open space and recreation areas near the watercourse and enhance
green infrastructure. Development should not encroach within 5m of the watercourse, which is the
Environment Agency by-law distance for Main Rivers. This would be beneficial both in terms of flood
risk and maintenance access;
•
Mixed use (mixed vulnerability) development should follow the principles of the NPPF sequential
approach across the wider area. For example, proposed residential development should be steered to
the lower risk areas, with the remaining ‘less vulnerable’ land uses being located on the (relatively)
higher risk areas. This approach can also be applied within buildings, for example commercial
development located at ground floor level and residential development above ground floor level in flood
risk areas. However, access and egress must still be made available for the residential uses;
•
Surface water/pluvial flood risk should also inform the site layout, such that ‘highly vulnerable’
development is avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
As the PDA comprises of a mixture of greenfield and brownfield land, future developments within the
PDA potentially can increase surface water runoff. SuDS should be considered at all stages of the
planning and design of new developments to reduce runoff rates and volumes from the developed site,
thus reducing the resultant flood risk posed to the site and adjacent/downstream areas. Development
should, where reasonably possible, aim to reduce surface water runoff to less than greenfield run off. If
this is not possible then greenfield runoff rates should be achieved by the proposed mitigation
measures.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the site that falls entirely or
partly within Flood Zone 2 and Flood Zone 3. For individual plots within the site that do fall within Flood
Zone 1, an FRA will be required for any development in excess of 1 ha. The FRA will need to consider
surface water management;
•
Maximum fluvial flood levels at the site should be informed by the most up-to-date versions of the EA’s
hydraulic models of Sandy’s Letch or, or any future fluvial studies. If no models are available then the
Lead Local Flood Authority may require a model as part of a planning application;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an individual
property-level (such as flood resilient construction) and at a strategic level (such as strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to flood
risk from all sources, in line with the recommendations above (sequential approach to site layout);
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developer should retrofit drainage solutions to the
site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the FRA
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and mitigation measures implemented accordingly. In such situations, the developer is generally
required to provide resources and funds to undertake more complex modelling/assessments to
determine the residual risk on the development arising from events that overtop or breach the
defences. In addition, the developer is generally responsible for funding any flood risk management
works, including defences and mitigation works;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly pertinent
issue for areas, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed necessary.
Whether these sites are subject to routine EA maintenance, or not, there must be an access route
available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff by
50% and greenfield rates should be retained on previously undeveloped sites.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Figure 4-18: Fluvial Flood Extents – E20 Former Bunker
Figure 4-19: Fluvial Flood Extents
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PDA Information
Grid
Reference
River
Catchment
PDA
East Hexham
North Hexham
E20 Former
Bunker
E08 Egger
E15 Acomb
Grid Reference
NY 95241 64501
NY 93955 64891
NY 93825 64405
NY 94845 64749
NY 92574 66239
River Tyne
PDA Area
PDA
Existing Use
and
Topography
Area (ha)
Capacity (Housing
sites (hsg),
employment land (ha)
East Hexham
8 ha
8 ha
North Hexham
2 ha
2 ha
E20 Former Bunker
1.373 ha
1.3737 ha
E08 Egger
7.675 ha
7.675 ha
E15 Acomb
0.277 ha
0.277 ha
East Hexham
The East Hexham PDA is located on the north bank of the River Tyne. The A69 dual
carriageway and E08 Egger PDA respectively form the northern and western boundaries
of the PDA. Agricultural land forms the remaining southern and eastern boundaries of the
area. The PDA is currently occupied as agricultural land and is therefore considered
greenfield.
The PDA topography generally falls towards the River Tyne from around 32m AOD to
30m AOD.
North Hexham
The North Hexham PDA is located on the north bank of the River Tyne. The A69 and the
River Tyne respectively form the northern and southern boundaries of the PDA.
Agricultural land forms the remaining western and eastern boundaries of the PDA. The
PDA is mainly occupied by residential properties and is therefore considered as
brownfield.
The PDA topography generally falls towards the River Tyne from around 50m AOD to
35m AOD.
E20 Former Bunker
The E20 Former Bunker PDA is located on the south bank of the River Tyne and it forms
part of the existing employment land in the area. Commercial properties and the A6079
road respectively form the southern and eastern boundaries of the PDA. The HexhamCarlisle railway line and open grassland respectively form the northern and western
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boundaries of the PDA. The PDA predominately consists of open grassland and is
therefore considered greenfield.
The PDA topography generally appears to be flat with levels around 34m AOD.
E08 Egger
The E08 Egger PDA is located on the north bank of the River Tyne and it forms part of
the existing employment land in the area. The River Tyne and Ferry Road respectively
form the western and northern boundaries of the PDA whilst farmland forms the southern
and eastern boundaries of the PDA.
The PDA topography generally falls towards the River Tyne from around 32m AOD to
31m AOD
E15 Acomb
The PDA is located on the western fringe of Acomb and it forms part of the existing
employment land in the area. The A6079 road and Howford Lane respectively form the
eastern and northern boundaries whilst the remaining boundaries of the PDA are formed
by farmland. The majority of the PDA comprises of large commercial/industrial buildings
and is therefore considered brownfield.
The topography of the PDA gradually slopes towards the local watercourses from around
47m AOD to 44m AOD.
Proposed
Use and
Vulnerability
Classification
The table below summarises the proposed uses of the PDAs, provided by NCC (July
2014).
PDA
East Hexham
North Hexham
Proposed Use
Employment
Employment
E20 Former Bunker
Employment
E08 Egger
Employment
E15 Acomb
Employment
Status
Preferred area
Alternative area
Completion of available
employment land
Held for expansion
Completion of available
employment land
The table below illustrates a matrix of ‘Vulnerability Classification’ based on Table 2 in the
National Planning Policy Framework (NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Employment /Mixed use
(e.g hospitals,
residential care homes,
social services homes,
prisons, hostels,
dwelling houses and
student halls of
residence)
More
vulnerable*


Exception
Test
required

Employment /Mixed use
(e.g shops, restaurants,
offices, general industry,
storage and distribution)
Less
vulnerable*




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Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification
of their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers
The River Tyne presents the main fluvial flood risk to majority of the PDAs in Hexham. A
number of minor watercourses in the area including Cockshaw Burn, Halgut Burn and
Red Burn also present fluvial flood risk to some of the PDAs.
The Environment Agency’s (EA’s) Flood Maps show the extent of Flood Zones
associated with these watercourses.
East Hexham
The EA’s Flood Maps (Figure 4-19) indicate that the entire PDA is in Flood Zone 3. The
Flood Maps also indicate that a significant area of the main access route in the area to be
within Flood Zones 2 and 3. The PDA is therefore considered to be at risk of significant
flooding.
The PDA is partially located within the EA’s ‘River Tyne at Hexham’ Flood Warning Area.
North Hexham
The EA’s Flood Maps (Figure 4-19) indicate that the majority of the PDA is in Flood Zone
1. The Flood Maps also indicate that a significant area in the south of the PDA and a part
of the main access road of the PDA to be within Flood Zones 2 and 3.
The PDA is partially located within the EA’s ‘River Tyne at Hexham’ Flood Warning Area.
E20 Former Bunker
The EA’s Flood Maps (Figure 4-18) indicate that the PDA is at risk of fluvial flooding from
the River Tyne, Cockshaw Burn and Halgut Burn. The Flood Maps indicate that the entire
PDA is in Flood Zone 3. The Flood Maps also indicate that a significant area of the main
access route in the area to be within Flood Zones 2 and 3. The PDA is therefore
considered to be at risk of significant flooding.
The PDA is located within the EA’s ‘River Tyne at Hexham’ Flood Warning Area.
E08 Egger
The EA’s Flood Maps (Figure 4-19) indicate that the entire PDA is in Flood Zone 3. The
Flood Maps also indicate that a significant area of the main access route in the area to be
within Flood Zones 2 and 3. The PDA is therefore considered to be at risk of significant
flooding.
The PDA is located within the EA’s ‘River Tyne at Hexham’ Flood Warning Area.
E15 Acomb
The EA’s Flood Maps (Figure 4-19) indicate that the majority of the PDA is in Flood Zone
1. Red Burn which is a tributary of the River Tyne poses flood risk to the PDA. A small
area in the south-eastern corner of the PDA is indicated to be in Flood Zone 2 and Flood
Zone 3. The majority of the PDA is therefore not at risk of significant flooding.
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Surface
Water
The risk of surface water flooding at Hexham has been assessed using the EA’s updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-20 indicates surface water flood
risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000 year return
period) AEP events for each PDA in Hexham.
Figure 4-20: updated Flood Maps for Surface Water – Extent
East Hexham
The EA’s uFMfSW indicates that some of north eastern areas of the PDA to be at high
risk (>=3.33%AEP) of surface water flooding. The Maps also indicate that there is a risk
of surface flooding along the un-named watercourse located along the north eastern
boundary of the PDA.
North Hexham
The EA’s uFMfSW indicates that a part of the access road within the PDA to be at high
risk (>=3.33%AEP) from surface water flooding.
E20 Former Bunker
The EA’s uFMfSW indicates that the entire PDA to be at high risk (>=3.33%AEP) of
surface water flooding. The Maps indicate that the Hexham-Carlisle railway line creates a
barrier for surface water runoff in the area. Therefore water ponds behind the railway line
resulting in high-levels of flooding within the PDA.
E08 Egger
The EA’s uFMfSW indicates that some of southern areas of the PDA to be at low risk
(>=0.1%AEP) of surface water flooding. The Maps also indicate that there is a low risk of
surface flooding along the un-named watercourse to the immediate north of the PDA.
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E15 Acomb
The EA’s uFMfSW indicates that a large area of the southern part of the PDA to be at
high risk (>=3.33%AEP) of surface water flooding. The Maps also indicate that the risk of
surface water flooding in the area is significant along the low-laying areas near the
watercourses.
Figure 4-21 indicates that the depth of flooding in E20 Former Bunker PDA and E15
Acomb PDA may reach over 1.2m in a 0.1% AEP. The depth of flooding in East Hexham,
North Hexham and E08 Egger PDAs may reach 0.6m in a 0.1% AEP.
Figure 4-21: updated Flood Maps for Surface Water – Depth
Figure 4-22 indicates that the degree of flood hazard associated with E20 Former Bunker
and E15 Acomb PDAs as extreme. The figure indicates that the degree of flood hazard
associated with East Hexham, North Hexham and E08 Egger PDAs as moderate.
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Figure 4-22: updated Flood Maps for Surface Water – Hazard
Refer to ‘Site-specific FRA Guidance’ section for recommendations
management of surface water within individual sites.
Groundwater
relating to
The British Geological Survey(BGS) Areas Susceptible to Groundwater Flooding maps
indicate the following conditions at each PDA:
PDA
East Hexham
North Hexham
E20 Former Bunker
E08 Egger
E15 Acomb
Groundwater Flood Risk
High risk (>=75%)
Medium to High risk (>= 50% <75%)
High risk (>=75%)
High risk (>=75%)
Low to Medium risk (>= 25% <50%)
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as a thematic map
to highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
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The EA’s GWV maps indicate the following general groundwater conditions at each PDA:
PDA
East Hexham
North Hexham
E20 Former Bunker
E08 Egger
E15 Acomb
Minor
Minor
Minor
Minor
Minor
Underlying Aquifer
Aquifer
Aquifer
Aquifer
Aquifer
Aquifer
Vulnerability
Intermediate Vulnerability
Intermediate Vulnerability
High Vulnerability
Intermediate Vulnerability
Intermediate Vulnerability
The EA’s Source Protection Zone (SPZ) maps indicate that the PDAs are not located
within a SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of
hydraulic sewer flooding in NWL drainage areas based on 100 square meter grid square
data.
Review of the NWL DG5 100 square metre grid square data indicates that no incidents
have been reported to the adjacent of the PDAs. The Core Strategy Delivery PDAs in
Hexham are located within the NWL Hexham (03-D03) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood
risk arising from the development to the site itself and downstream properties. A sitespecific FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
There are no reservoirs in the immediate vicinity of the area. However, a number of
impounding resources structures are located upstream of the area. These include Kielder
and Catcleugh reservoirs, which are located in the upper North Tyne catchment. A review
of the Environment Agency’s Reservoir Flood Maps indicates that all of the PDAs
described above are to be at residual flood risk in the event of a reservoir breach in the
upstream catchment of the River North Tyne. However, the probability of flooding due to
breach of the reservoirs occurring is very low.
Residual risk from reservoir breach should be considered as part of any site-specific FRA
as although the probability of such an incident occurring are very low the potential
consequences may be severe.
There are no canals or other artificial water sources that may provide a flood risk in the
vicinity of the area.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
Information received from the Environment Agency and obtained from AIMS does not identify any fluvial
defences in the immediate area. The NFCDD however indicates the presence of flood defences within
the area.
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East Hexham and E08 Egger
The NFCDD identifies a number EA maintained raised defences (man-made) along the southern
boundary of East Hexham and E08 Egger PDAs. Figure 4-23 and the table overleaf provides a summary
of these defences.
Figure 4-23: NFCDD Information
NFCDD
ID
Asset reference
Maintained
by
Asset
protection
type
Standard of
Protection
Asset Comments (from NFCDD)
(AEP)
264
1211200291001L04
EA
Fluvial
4%
NaFRA assessment 2005 for SOP
= 75.
265
1211200291001L05
EA
Fluvial
1.3%
No information provided.
266
1211200291001L05
EA
Fluvial
1%
Awaiting detailed assessment of
SoP from Tyne Reaches 3 - 11
SFRM study. Currently defaulted
to 100.
267
1211200291001L07
EA
Fluvial
1%
Access ramp over flood defences.
Awaiting detailed assessment of
SoP from Tyne Reaches 3 - 11
SFRM study. Currently defaulted
to 100.
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268
1211200291001L08
EA
Fluvial
1%
Awaiting detailed assessment of
SoP from Tyne Reaches 3 - 11
SFRM study. Currently defaulted
to 100.
E20 Former Bunker
The EA has confirmed that the Hexham – Carlisle railway embankment which borders the northern
boundary provides protection from flooding up to 1% AEP event for the area from the River Tyne. The
areas that benefit from protection by the railway embankment are identified on the map above with the
Areas Benefiting from Defences (ABD) outline. The ABD outline has been identified from modelling work
that had been completed as part of the River Tyne Reaches 3-11 Mapping Study, 2008 by JBA
Consulting.
The EA completed work on Cockshaw Burn in 2008 as part of the Hexham Flood Alleviation Scheme
(FAS). The scheme consisted of a number of measures to increase the Standard of Protection (SoP)
provided to the area. As part of the Flood Alleviation Scheme, defences along Cockshaw Burn were
upgraded to provide protection up to 1 in 200 year (0.5% AEP) return period events. The derelict Wydon
Burn reservoir was acquired from NWL to provide additional floodwater storage area for extreme events.
A new culvert was also introduced to carry additional flow through Burn Lane into Tyne Green Park; there
it flows back into Cockshaw Burn before being discharged into the River Tyne. It is understood that the
EA believe that all these measures have increased the SoP provided and should significantly reduce the
fluvial flood risk in the area from Cockshaw Burn.
General overview of the area
In addition, there is natural high ground along the River Tyne and the other watercourses which provides
protection from fluvial flooding for those PDAs located adjacent to the watercourses. However, it is
recommended that a detailed assessment is undertaken as a part of any future site-specific FRA to
establish the level of protection provided by any natural high ground located adjacent to the site.
Furthermore, it is recommended that any future developments adjacent to watercourses protect these
natural high grounds through careful planning.
Residual Flood Risks
East Hexham and E08 Egger
The area is defended by the EA maintained defences located immediately south of the area. However
currently there is no information available on residual risk from defence breach and overtopping. As part
of the decision-making process to determine potential development opportunities of the area, it is
recommended that a detailed assessment is undertaken by the NCC to analyse defence breach and
overtopping scenarios. The assessment should also consider the extent of residual risks to access routes
in the area, given that a significant area of the main access road is in flood risk. Development allocation
in the area should only be considered if it can be demonstrated that residual risks to the area and access
routes can be safely managed without exacerbating flood risk to neighbouring area. If the level of residual
risk is high in the area, flood resistance and resilience measures should not be used to justify
developments.
One of the key concerns for these PDAs is that the majority of the main access routes into the area are
located within Flood Zones. The EA has raised concerns regarding the area, as the flood risk is
significant with access and egress being a greater concern.
The PDA has been considered in the Level 2 assessment purely to inform on implications should the
area be considered in the future for additional employment land. If NCC wishes to promote the area for
allocations in the future, further work should be undertaken as detailed above to address residual risk.
E20 Former Bunker
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The Hexham Velocity Depth Study, April 2012 by JBA Consulting investigated the residual risk of flooding
from the River Tyne, Cockshaw Burn and Halgut Burn to those properties and businesses to the south of
the Hexham-Carlisle railway. This study focused on revising the definition of residual flood risk in
Hexham following the completion of the Hexham FAS in 2008; which upgraded parts of the Cockshaw
Burn channel, enhanced defence levels and inline structures and improved trash screens (increasing
conveyance). As part of the study JBA developed an integrated 1D-2D ESTRY-TUFLOW model of the
Cockshaw and Halgut Burns and the River Tyne with their associated floodplain and generated a number
of outputs. These included:
•
•
•
•
•
•
•
An ESTRY-TUFLOW model of Hexham covering the Cockshaw Burn, Halgut Burn and River
Tyne;
Animation of flood progression in the 1% AEP event in Hexham;
Maxima pdf mapping of flood depth, flood velocity and flood hazard for the 1% AEP event for a
defended and undefended situation;
Time step pdf mapping of depth, velocity and hazard for the 1% AEP event defended situation
Flood outlines for the 5%, 1.33%, 1% and 0.1% AEP event for a defended and undefended
situation;
Flood extent pdf mapping for the 5%, 1.33%, 1%, and 0.1% AEP event for a defended and
undefended situation; and
Areas benefitting from defence and other relevant NFCDD outputs.
The study concludes that the flood risk to properties and businesses to the south of the Hexham-Carlisle
railway including the E20 Former Bunker PDA is relatively low in the defended 1% AEP event. This is
due to the effectiveness of the Hexham FAS in reducing flooding from the Cockshaw and Halgut Burns.
Furthermore, flooding from the River Tyne is also low due to the railway embankment, however there is
potential for flood water to flow across the floodplain to the south causing some flooding within the PDA.
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E20 Former Bunker
Figure 4-24: Maximum defended 1% AEP extent ( Source: Hexham Velocity Depth Study, April 2012, JBA
Consulting)
In the defended 0.1% AEP event, flooding is widespread in the area, filling the available floodplain.
Figure 4-25 below indicates the extent of flooding during this event and the E20 Former Bunker PDA is
likely to be completely inundated during this event.
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E20 Former Bunker
Figure 4-25: Maximum defended 0.1% AEP extent ( Source: Hexham Velocity Depth Study, April 2012, JBA
Consulting)
Maps produced as part of the study include both defended and undefended extent of floodplain for 1%
AEP and 0.1% AEP events along with depth, velocity and hazard maps for 1% AEP defended and
undefended events.
It is recommended that the development allocation process across the PDA assess any residual risks
using the available information from the Hexham Velocity Depth Study. Any residual risks identified as a
part of a site-specific FRA should inform the site layout and where necessary the development should
incorporate adequate mitigation measures including flood resilience and resistant construction
techniques to protect against floodwater.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available
these were used for mapping. For those areas where detailed Flood Zone 3 plus climate change outlines
were not available, the Flood Zone 2 outline was used as a proxy until more detailed information
becomes available (i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a
site-specific FRA). It should be noted that the 200 year tidal flood plus climate change may cover an area
greater that Flood Zone 2 shows. Therefore some areas of Flood Zone 1 which may be close enough to
the coast, or low enough, may be affected by climate change and therefore potentially at risk. This can
apply to fluvial flooding too.
For the Hexham area, as modelled outlines were unavailable, Flood Zone 2 was used as a proxy to map
the potential outline of Flood Zone 3 plus climate change. Therefore, it is recommended that as a part of
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site-specific FRAs detailed modelling is undertaken to confirm the extent of the Flood Zone 3 plus climate
change, should any development be proposed within the area covered by the proxy outline.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event
would be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy
dataset or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that as part of any future detailed site-specific FRAs the extent of Flood Zone 2 plus
climate change is determined, should this be critical to the layout of the development. Consultation with
the EA should be undertaken to determine a suitable methodology for undertaking this assessment (i.e.
detailed modelling, or applying an agreed buffer to Flood Zone 2).
SUDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for
this area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off
as near to its source as possible. For the PDAs described above, given the ground conditions attenuation
SuDS are likely to be an appropriate technique to manage surface water at individual site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on
the guidance and advice provided within the Level 2 SFRA and the NPPF.
For the wider area of Hexham, there are potential opportunities for the LPA to incorporate SuDS in the
master plan to manage surface water whilst improving local water quality, biodiversity, and amenity.
Recommendations
•
If development pressures create a need to develop the areas that are at risk of flooding (i.e., Flood
Zone 2 and Flood Zone 3), they should incorporate appropriate mitigation measures which must not
increase the risk of flooding to surrounding areas. Careful liaison with the EA will be necessary during
the design and planning process;
•
East Hexham and E08 Egger PDAs are at high risk of flooding and are only protected due to flood
defences. An FRA would need to consider the risks from all sources of flooding, safe access, flood
resilience, and breaching/ overtopping of the defence. The area is historically floodplain and so any
future development would most likely be unsustainable; and
•
Self-contained basements will not be permitted within Flood Zone 3. Basements may be accepted if
access is available to floors above the 1% AEP flood level. If basements are included as part of a
scheme then they should adhere to British Standard 8102.
Policies
East Hexham and E08 Egger
•
If NCC wishes to promote the area for allocations in the future, a detailed assessment to analyse
defence breach and overtop scenarios should be undertaken. Development allocation in the area
should only be considered if it can be demonstrated that residual risks to the area and access routes
can be safely managed without exacerbating flood risk to neighbouring area. If the level of residual
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risk is high in the area, flood resistance and resilience measures should not be used to justify
developments. A strategic decision should be made based on the findings of the detailed assessment
inform the development potential of the area; and
•
At this stage, further recommendations and policies cannot be provided for the area without a clear
understanding on the residual risk. Therefore, it is advised to revisit this section following completion
of the detailed assessment to provide appropriate recommendations and policies for the area.
E20 Former Bunker, North Hexham and E15 Acomb
•
Where applicable roll back development from the River Tyne and other watercourses to outside of
Flood Zone 3a to create ‘blue corridors’ which provide public open space and recreation areas near
the River Tyne and enhance green infrastructure. Development should not encroach within 5m of the
River Tyne, which is the EA by-law distance for Main Rivers. This would be beneficial both in terms of
flood risk and maintenance access;
•
Mixed use (mixed vulnerability) development should follow the principles of the NPPF sequential
approach across the wider area. For example, proposed residential development should be steered
to the lower risk areas, with the remaining ‘less vulnerable’ land uses being located on the (relatively)
higher risk areas. This approach can also be applied within buildings, for example commercial
development located at ground floor level and residential development above ground floor level in
flood risk areas. However, access and egress must still be made available for the residential uses;
•
Surface water/pluvial flood risk should also inform the site layout, such that ‘highly vulnerable’
development is avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
As the sites comprise of a mixture of greenfield and brownfield land, future developments within the
sites potentially can increase surface water runoff. SuDS should be considered at all stages of the
planning and design of new developments to reduce runoff rates and volumes from the developed
sites, thus reducing the resultant flood risk posed to the sites and adjacent/downstream areas.
Development should, where reasonably possible, aim to reduce surface water runoff to less than
greenfield run off. If this is not possible then greenfield runoff rates should be achieved by the
proposed mitigation measures.
Site-Specific FRA Guidance
East Hexham and E08 Egger
•
As stated in the recommendations and policies sections, it is difficult to provide advice on potential
development opportunities of the area without further information on residual risk. Therefore, it is
advised to revisit this section following completion of the detailed assessment to provide guidance of
site-specific FRA.
E20 Former Bunker, North Hexham and E15 Acomb
•
A site-specific FRA will be required for any development proposed within areas that falls entirely or
partly within Flood Zone 2 and Flood Zone 3. For areas that fall within Flood Zone 1, an FRA will be
required for any development in excess of 1 ha. The FRA will need to consider surface water
management;
•
Maximum fluvial/tidal flood levels at the area should be informed by the most up-to-date versions of
the EA’s hydraulic models of the River Tyne, Cockshaw Burn, Halgut Burn and Red Burn studies;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an
individual property-level (such as flood resilient construction) and at a strategic level (such as
strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to
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flood risk from all sources, in line with the recommendations above (sequential approach to site
layout);
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developers should retrofit drainage solutions to
the site with wider benefits to other local areas at risk;
•
The suitability of infiltration should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the
FRA and mitigation measures implemented accordingly. In such situations, the developer is generally
required to provide resources and funds to undertake more complex modelling/assessments to
determine the residual risk to the development arising from events that overtop or breach the
defences. In addition, the developer is generally responsible for funding any flood risk management
works, including defences and mitigation works;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly
pertinent issue for areas, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed
necessary. Whether these sites are subject to routine EA maintenance, or not, there must be an
access route available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff by
50% and sites on greenfield should aim to retain greenfield runoff rates.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Figure 4-26: Fluvial Flood Extents
PDA Information
Grid
Reference
PDA
E12 Low Prudhoe plus
land held for expansion at
E12 Low Prudhoe
River
Catchment
Grid Reference (OS
NGR)
409695,563694
(NZ0963)
Tyne
PDA Area
PDA
E12 Low Prudhoe plus land
held for expansion at E12
Low Prudhoe
Area (ha)
6.954 ha
Capacity (Housing
sites (hsg),
employment land (ha)
6.954 (ha)
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Existing Use
and
Topography
Core Strategy Delivery Area – Central: Prudhoe
E12 Low Prudhoe plus land held for expansion at E12
The E12 Low Prudhoe PDA is located to the north of Prudhoe and is bounded to the north
immediately by a railway line and then the River Tyne, to the south by Princess Way
(A695), Eastwoods Road to the east and then greenfield to the west. The PDA is currently
occupied by an existing industrial site and is therefore considered brownfield.
The PDA topography is generally flat with an average level of around 109m AOD.
Proposed
Use and
Vulnerability
Classification
The table below summarise the proposed uses of the PDA, provided by NCC (July 2014).
PDA
Proposed Use
E12 Low Prudhoe plus
land held for expansion at
E12 Low Prudhoe
Status
Employment
Completion of available
employment land plus land
held for expansion
The table below illustrates a matrix of ‘Vulnerability Classification’ based on Table 2 in the
National Planning Policy Framework (NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Employment/Mixed
use (e.g hospitals,
residential care
homes, social services
homes, prisons,
hostels, dwelling
houses and student
halls of residence)
More
vulnerable*


Exception
Test
required

Employment/Mixed
use (e.g shops,
restaurants, offices,
general industry,
storage and
distribution)
Less
vulnerable*




Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification
of their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers/Sea
The PDA is located to the south of the River Tyne (Figure 4-26).
The Environment Agency’s (EA’s) Flood Maps present the extent of Flood Zones
associated with the River Tyne. The EA’s Flood Maps indicate that the majority of the
PDA is in Flood Zone 3. An area to the east and west of the PDA is indicated to be in
Flood 2, a small area to the far east and far west is indicated to be in Flood Zone 1. The
majority of the PDA is therefore at risk from flooding.
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The PDA is mostly located within the ‘River Tyne at Ovingham and Low Prudhoe’ flood
warning area. This warning area is for properties at Low Prudhoe Industrial Estate,
Princess Way, East Cottage, West Cottage, Bleach Green Farm, Castle Lea and The Old
School House.
xiv
states that the stretch of the River Tyne
The River Tyne Reaches 3-11 Mapping Study
located above the delivery area forms the tidal limit. The study also notes that the area is
defended from the River Tyne by the railway line embankment but may be at risk from
ordinary culverted watercourses, which are believed to run underneath the PDA.
The above information should also be taken into account when allocating development in
the wider Prudhoe area.
Surface
Water
The risk of surface water flooding at the PDA has been assessed using the EA’s Updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-27 indicates surface water flood
risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000 year return
period) AEP events for the PDA.
The Tynedale District Council and Northumberland National Park SFRA, states that up to
2007 there were 14 known incidents of flooding recorded in the Prudhoe area, 12 of which
were recorded beyond the flood zone 2 and 3 outline. It is considered that the main
source of flooding in these areas is surface water.
Figure 4-27 indicates that a high risk of surface water flooding has been identified
adjacent to the road to the south of the PDA and also the east of the PDA.
Figure 4-27: updated Flood Map for Surface Water – Extent
Figure 4-28 indicates areas of the PDA which may reach a surface water ponding depth
of over 1.2m in a 0.1% AEP.
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Figure 4-28: updated Flood Map for Surface Water – Depth
Figure 4-29 indicates a moderate to significant hazard associated with the areas at risk of
surface water flooding.
Figure 4-29: updated Flood Maps for Surface Water – Hazard
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Refer to ‘Site-specific FRA Guidance’ section for recommendations
management of surface water within individual sites.
Groundwater
relating to
The British Geological Survey (BGS) Areas Susceptible to Groundwater flooding map
indicates that the area is at low to medium risk of groundwater flooding (25% > 50%).
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as a thematic map
to highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at the PDA:
PDA
E12 Low Prudhoe plus
land held for expansion at
E12 Low Prudhoe
Underlying Aquifer
Minor Aquifer
Vulnerability
High Vulnerability
The EA’s Source Protection Zone (SPZ) maps indicate that the PDA is not located within
a SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of
hydraulic sewer flooding in NWL drainage areas based on 100 square metre grid square
data.
Review of the NWL DG5 100 square metre grid square data indicates 2 grid squares
within the PDA and a further 4 to the south of the PDA. The Core Strategy Delivery Area
PDA in Prudhoe is located within the NWL Prudhoe (05-D55) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood
risk arising from the development to the site itself and downstream properties. A sitespecific FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
There are no reservoirs in the immediate vicinity of the area. However, a number of
impounding resources are located upstream. These include Kielder and Catcleugh
reservoirs, which are located in the upper North Tyne catchment. A review of the EA’s
Reservoir Flood Maps indicates that the entire PDA described above is to be at residual
flood risk in the event of a reservoir breach in the upstream catchment of the River North
Tyne. However, the probability of flooding due to breach of the reservoirs is very low.
Residual risk from reservoir breach should be considered as part of any site-specific FRA
as although the probability of such an incident occurring are very low the potential
consequences may be severe.
There are no canals or other artificial water sources that may provide a flood risk in the
vicinity of the area.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
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infrastructure.
Information received from the Environment Agency and obtained from AIMS does not identify any fluvial
defences in the immediate area. The NFCDD however indicates that there are formal defences located to
the south of Prudhoe, on the banks of the River Tyne. The defences are high ground and have been
assigned a condition rating of 3 by the EA.
The Tynedale District Council and Northumberland National Park Strategic Flood Risk Assessment states
that the defences have a SOP up to a 1% AEP fluvial flood event. The PDA benefits from these defences.
xiv
The JBA River Tyne Reaches 3-11 Mapping Study
states that Low Prudhoe is defended by the railway
embankment upto a 1% AEP event. The study also indicates that the PDA may still be at risk from
ordinary watercourses that run within the PDA. The study also states that 100 year water levels may
reach upto 13.63m AOD.
Residual Flood Risks
The area is defended by the railway line embankment located immediately north of the area. The River
Tyne Reaches 3-11 Flood Risk Mapping Study states that the railway line embankment provides the
defence and that there are no obvious routes through the embankment at these locations. A residual
flood risk may be associated with the ordinary watercourses which are culverted as they run through the
PDA.
As part of the decision-making process to determine potential development opportunities of the area, it is
recommended that a detailed assessment is undertaken by the NCC to analyse defence breach and
overtop scenarios and also the flood risk associated with the ordinary watercourses.
It is recommended that development allocation process across the PDAs follow the principles of the
NPPF sequential approach. As the PDAs are located in low-lying fluvial areas with a higher vulnerability
to flood from defence breach and overtop, it is also recommended that detailed assessments are
undertaken as a part of site-specific FRA to establish the standard of protection provided by the defences
and identify necessary mitigation measures to be undertaken. Further investigation may need to be
undertaken to understand the flood risk associated with the ordinary watercourses.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available
these were used for mapping. For those areas where detailed Flood Zone 3 plus climate change outlines
were not available, the Flood Zone 2 outline was used as a proxy until more detailed information becomes
available (i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a site-specific
FRA). It should be noted that the 200 year tidal flood plus climate change may cover an area greater that
Flood Zone 2 shows. Therefore some areas of Flood Zone 1 which may be close enough to the coast, or
low enough, may be affected by climate change and therefore potentially at risk. This can apply to fluvial
flooding too.
For Prudhoe, a modelled outline for Flood Zone 3 plus climate change is available from The River Tyne
Reaches 3-11 Flood Risk Mapping Study. The extent of the Flood Zone 3 plus climate change is smaller
than the Flood Zone 2 extent and not much larger than the existing Flood Zone 3 extent. It is
recommended that as part of a site-specific FRA the Flood Zone 3 plus climate change extent and depth
is taken into account. The study anticipates that water levels for 1% AEP event could reach 13.64m AOD
and when including climate change, levels could increase to 14.25m AOD.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event
would be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy dataset
or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
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recommended that as part of any future detailed site-specific FRAs the extent of Flood Zone 2 plus
climate change is determined, should this be critical to the layout of the development. Consultation with
the EA should be undertaken to determine a suitable methodology for undertaking this assessment (i.e.
detailed modelling, or applying an agreed buffer to Flood Zone 2).
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for
this area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off
as near to its source as possible. For the site described above, given the ground conditions attenuation
SuDS are likely to be an appropriate technique to manage surface water at individual site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on
the guidance and advice provided within the Level 2 SFRA and the NPPF.
Recommendations
•
If development pressures create a need to develop the areas of the site that are at risk of flooding
(i.e., Flood Zone 2 and Flood Zone 3) – they should incorporate appropriate mitigation measures
which must not increase the risk of flooding to surrounding areas. Detailed liaison with the EA will be
necessary during the design and planning process; and
•
Water from the ordinary watercourse and surface water may become trapped behind the
embankment. Any development involving earthworks and changing ground levels will need to be
assessed to ensure that the proposed development does not increase flood risk elsewhere in the
area through obstructing/ diverting flow routes.
Policies
•
Where applicable roll back development from River Tyne to outside Flood Zone 3a to create ‘blue
corridors’ which provide public open space and recreation areas near the rivers and enhance green
infrastructure. Development should not encroach within 5m of the watercourses, which is the EA bylaw distance for Main Rivers. This would be beneficial both in terms of flood risk and maintenance
access;
•
Mixed use (mixed vulnerability) development should follow the principles of the NPPF sequential
approach across the site. For example, proposed residential development should be steered to the
lower risk areas across the site, with the remaining ‘less vulnerable’ land uses being located on the
(relatively) higher risk areas of the site. This approach can also be applied within buildings, for
example commercial development located at ground floor level and residential development above
ground floor level in flood risk areas. However, access and egress must still be made available for the
residential uses;
•
Surface water/pluvial flood risk should also inform the site layout, such that ‘highly vulnerable’
development is avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
As the PDA is predominately brownfield , it is unlikely that future developments within the site will
increase surface water runoff. However, SuDS should be considered at all stages of the planning and
design of new developments to reduce runoff rates and volumes from the proposed development,
thus reducing the resultant flood risk posed to the site and adjacent/downstream areas. Development
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should, where reasonably possible, aim to reduce surface water runoff to less than greenfield runoff.
If this is not possible then greenfield runoff rates should be achieved by the proposed mitigation
measures.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the PDA that falls entirely or
partly within Flood Zone 2 and Flood Zone 3. For individual plots within the PDA that do fall within
Flood Zone 1, an FRA will be required for any development in excess of 1 ha. The FRA will need to
consider surface water management;
•
Maximum fluvial flood levels at individual plots should be informed by the most up-to-date versions of
the EA’s hydraulic models of River Tyne, or any future fluvial modelling studies. If no models are
available then the Lead Local Flood Authority may require a model as part of a planning application;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an
individual property-level (such as flood resilient construction) and at a strategic level (such as
strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to
flood risk from all sources, in line with the recommendations above (sequential approach to site
layout);
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developer should retrofit drainage solutions to
the site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the
FRA and mitigation measures implemented accordingly. In such situations, the developer is generally
required to provide resources and funds to undertake more complex modelling/assessments to
determine the residual risk on the development arising from events that overtop or breach the
defences. In addition, the developer is generally responsible for funding any flood risk management
works, including defences and mitigation works;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly
pertinent issue for areas, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed
necessary. Whether these sites are subject to routine EA maintenance, or not, there must be an
access route available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff by
50%.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Figure 4-30: Fluvial Flood Extent
PDA Information
Grid Reference
PDA
North West of
Ponteland
NZ 155 740
East of Ponteland
NZ 166 735
South East of
Ponteland
NZ 169 722
Ponteland Bypass
River Catchment
OS Grid Reference
South east NZ 181 716
North west NZ 144 741
River Pont
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PDA Area
PDA
Area (ha)
Capacity (Housing
sites (hsg),
employment land (ha)
North West of Ponteland
31 ha
300 (hsg)
East of Ponteland
30 ha
700 (hsg)
South East of Ponteland
107 ha
600 (hsg); 3 (ha)
The approximate length of Ponteland Bypass is 5km.
Existing Use and
Topography
North West of Ponteland
The North West of Ponteland PDA is located on the south bank of Small Burn.
Agricultural land forms the southern and western boundaries of the PDA. Small Burn
and North Road respectively form the northern and eastern boundaries of the PDA.
The PDA is currently occupied as the Northumbria Police Force Headquarters and is
therefore considered brownfield.
The PDA topography generally falls towards the Small Burn from around 63m AOD in
the south-western corner to around 58m AOD in the north-eastern corner.
East of Ponteland
The East of Ponteland PDA is located to the northeast of Ponteland town centre and
the River Pont flows through the PDA. Residential properties form the western
boundary of the PDA whilst the other boundaries are formed by agricultural land. The
PDA predominantly comprises of agricultural land and is therefore considered
greenfield.
The PDA topography generally falls towards the centre of the PDA from around 57m
AOD to around 54m AOD with higher grounds to the north and south.
South East of Ponteland
The South East of Ponteland PDA is located to the southeast of Ponteland town centre
and Fairney Burn flows through the PDA. The PDA boundaries are formed by B6545,
Cheviot View and Callerton Lane roads respectively from south, east and west. There
is a public footpath which runs through the centre of the PDA from south east to north
west. The PDA predominantly comprises of agricultural land and is therefore
considered greenfield.
The PDA topography generally falls towards the centre of the PDA from around 57m
AOD to around 54m AOD with higher grounds to the east and west.
Ponteland Bypass
The approximate line of Ponteland Bypass runs north west of Ponteland, around the
northern boundary of the main urban area. This is the protected route of the Ponteland
Bypass as identified in the Castle Morpeth Local Plan. The Ponteland Bypass runs to
the south of North West of Ponteland PDA, through the centre of East of Ponteland
PDA and through the north east of South East of Ponteland. The elevation of the road
is between 70mAOD and 54m AOD.
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Proposed
Use
and Vulnerability
Classification
The table below summarises the proposed uses of the PDAs, provided by NCC (July
2014).
PDA
Proposed Use
Status
North West of Ponteland
Residential
Preferred
East of Ponteland
Residential
Alternative
South East of Ponteland
Residential/Employment/
Community Uses
Preferred
Ponteland Bypass
Road
-
The table below illustrates a matrix of ‘Vulnerability Classification’ based on Table 2 in
the National Planning Policy Framework (NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Residential
More vulnerable


Exception
Test
required

Employment/Mixed use
(e.g hospitals,
residential care homes,
social services homes,
prisons, hostels,
dwelling houses and
student halls of
residence)
More
vulnerable*


Exception
Test
required

Employment/Mixed use
(e.g shops,
restaurants, offices,
general industry,
storage and
distribution)
Less
vulnerable*




Essential transport
infrastructure
Essential
Infrastructure


Exception
Test
required
Exception
Test
required
Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then
identification of their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers
The River Pont presents the main fluvial flood risk to the majority of the PDAs in Ponteland.
A number of minor watercourses in the area including Small Burn, Fairney Burn and
unnamed watercourses also present fluvial flood risk to some of the PDAs.
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North West of Ponteland
The Environment Agency’s (EA’s) Flood Maps (Figure 4-30) indicate that the majority of the
PDA is in Flood Zone 1. Small Burn which is a tributary of the River Pont poses flood risk to
the PDA. A small area along the northern boundary of PDA is indicated to be in Flood Zone
2 and Flood Zone 3. The majority of the PDA is therefore not at risk of significant flooding.
East of Ponteland
The EA’s Flood Maps (Figure 4-30) indicate that the River Pont which flows through the
centre of the PDA poses significant flood risk. A large area of the central part of the PDA is
therefore indicated to be in Flood Zone 2 and Flood Zone 3. Western and eastern areas of
the PDA, away from the River Pont, indicated to be in Flood Zone 1. The majority of the
PDA is therefore considered to be at risk of significant flooding.
South East of Ponteland
The EA’s Flood Maps (Figure 4-30) indicate that the River Pont and Fairney Burn which
flows through the centre of the PDA pose significant flood risk. A large area of the northern
part of the PDA is therefore indicated to be in Flood Zone 2 and Flood Zone 3. Western,
southern and eastern areas of the PDA indicated to be in Flood Zone 1. The majority of the
PDA is therefore not at risk of significant flooding.
The PDA is partially located within the Environment Agency’s ‘River Pont at Ponteland’
Flood Warning Area.
Ponteland Bypass
The proposed bypass route crosses the Main Rivers, River Pont and Fairney Burn. The
bypass also crosses a smaller watercourse called Small Burn and a field drain. The bypass
crosses through Flood Zone 3 along the Small Burn river corridor and the distance between
the River Pont and Fairney Burn which is approximately 1km in length.
The area at flood risk between the River Pont and Fairney Burn is located within the ‘River
Pont at Ponteland’ Flood Warning Area. Through consultation with the Environment Agency
that there are four known historic flood events in the area. They are as follows:
15/01/1977 – The River Pont in Ponteland was high but no property was flooded.
Prestwick Carr was badly flooded with water extending nearly to the area flooded in 1947.
15/01/1978 – Eland Haugh, Fairney Edge and Riverside areas of Ponteland flooded
6/11/2000 – 147 commercial and domestic properties flooded in Ponteland. The new
defences were overtopped in places, but much of the flooding was due to Callerton Burn
and poor drainage on Eland Haugh Industrial Estate.
07/09/2008 – 21 properties flooded from a combination of river and surface water runoff
Surface
Water
The risk of surface water flooding at the PDAs in Ponteland has been assessed using the
EA’s Updated Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-31 indicates
surface water flood risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000
year return period) AEP events for each PDA.
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Figure 4-31: updated Flood Maps for Surface Water – Extent
North West of Ponteland
The EA’s uFMfSW indicates that low-lying areas along Small Burn to at high risk
(>=3.33%AEP) of surface water flooding. Furthermore, there are smaller areas towards the
southern part of the PDA indicated to be at high risk.
East of Ponteland
A large area at the centre of the PDA indicates to be at high risk (>=3.33% AEP) of surface
water flooding. Also low-lying areas along the River Pont are indicated to be at risk of
flooding.
South East of Ponteland
A large area along Fairney Burn and its tributaries indicates to be at high risk(>=3.33%
AEP) of surface water flooding. The EA’s uFMfSW indicates that the embankment of the
public footpath creates a restriction to the natural flow of the surface water; therefore, water
ponds along the south west stretch of the embankment. A large area in the northern corner
adjacent to the Ponteland Leisure Centre also indicates to be at high risk of flooding.
Figure 4-32 indicates that the depth of flooding in North West of Ponteland, South East of
Ponteland and East of Ponteland PDAs may reach 1.2m in a 0.1%AEP.
Ponteland Bypass
Surface water flood risk is mostly found along the existing watercourses and drains. As with
the fluvial flood risk, there is a particularly high risk observed between the River Pont and
Fairney Burn. Although the existing line of the proposed bypass runs south of the highest
risk locations.
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Figure 4-32: updated Flood Maps for Surface Water – Depth
Figure 4-33 indicates that the degree of flood hazard associated with high risk areas within
the South East of Ponteland PDA as significant. The degree of flood hazard associated with
North West of Ponteland and East of Ponteland PDAs indicate to be mostly moderate
except the areas located within the limits of the watercourses. The Ponteland Bypass line is
located in a significant risk category only where the bypass crosses an existing
watercourse.
Figure 4-33: updated Flood Maps for Surface Water – Hazard
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The ‘Site-specific FRA Guidance’ section of the SFRA provides recommendations relating
to management of surface water within individual sites.
Groundwater
The British Geological Survey (BGS) Areas Susceptible to Groundwater Flooding maps
indicate the following conditions at each PDA:
PDA
Groundwater Flood Risk
North West of Ponteland
High risk (>=75%)
East of Ponteland
Medium to high risk (>= 50% <75%)
South East of Ponteland
High risk (>=75%)
Ponteland Bypass
Medium / high risk (>= 50% <75%/ >75%)
The EA records indicate that there are instances of groundwater flooding reported in Darras
Hill estate adjacent to the PDAs in Ponteland.
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as a thematic map
to highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at each PDA:
PDA
Underlying Aquifer
Vulnerability
North West of Ponteland
Minor Aquifer
Low Vulnerability
East of Ponteland
Minor Aquifer
High/Low Vulnerability
South East of Ponteland
Minor Aquifer
Low Vulnerability
Minor Aquifer
Low Vulnerability (with one
small pocket high
vulnerability where it
passes East of Ponteland)
Ponteland Bypass
The EA’s Source Protection Zone (SPZ) maps indicate that the PDAs are not located within
a SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of hydraulic
sewer flooding in NWL drainage areas based on 100 square metre grid square data.
Review of the NWL DG5 100 square metre grid square data indicates that no incidents
have been reported within the PDAs. The Core Strategy Delivery PDAs in Ponteland are
located within the NWL Ponteland (05-D29) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood risk
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arising from the development to the PDA itself and downstream properties. A site-specific
FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
There are no canals, reservoirs or other artificial water sources that may provide a flood risk
in the vicinity of Ponteland– as such there is not considered to be a significant risk to any
proposed PDAs.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
Information obtained from AIMS identifies a number of fluvial flood defences along the River Pont and
Fairney Burn in Ponteland.
East of Ponteland
The East of Ponteland PDA has a number of defences including natural high ground along the River Pont.
The main defence within the PDA boundary is a section of the raised bank on the east bank of the river
Pont. The NFCDD indicates this defence which provides a Standard of Protection (SoP) up to 1% AEP.
South East of Ponteland
The South East of Ponteland PDA has a flood bank along Fairney Burn which provides protection for those
properties located at Fainey Edge within the PDA. The Ponteland Flood Visualisation: Main Phase Study,
January 2011 by JBA Consulting indicates that this defence is likely to provide protection up to 0.5% AEP.
However, the properties behind the defence may be flooded at a lower return period due to overtopping of
the River Pont at the Waitrose Supermarket ramp. Refer to residual flood risk section below for further
information.
Ponteland Bypass
The section of Ponteland Bypass that runs through the East of Ponteland PDA benefits from the same
defences, there are no other defences along the length of the proposed bypass.
General overview of the area
In addition, there is natural high ground along the River Pont and the other watercourses in Ponteland
which provides protection from fluvial flooding for those PDAs located adjacent to the watercourses.
However, it is recommended that a detailed assessment is undertaken as a part of any future site-specific
FRA to establish the level of protection provided by any natural high ground located adjacent to the PDAs.
Furthermore, it is recommended that any future developments adjacent to watercourses whilst complying
with the EA by law distance protect these natural high grounds through careful planning.
Residual Flood Risks
East of Ponteland, South East of Ponteland and Ponteland Bypass
The Ponteland Flood Visualisation: Main Phase Study, January 2011 by JBA Consulting produced
visualisations of the evolution of depth, velocity and flood hazard through a 100-year return period event. A
linked 1d-2d hydrodynamic model has been created of the River Pont and Fairney Burn through Ponteland.
The study defined the 100-year event based on an updated hydrological assessment.
The revised 100-year flow generated through the study was lower than used in previous studies and the
predicted flood extent was not as great as initially expected. The flood extent is also very sensitive to
assumptions affecting 1d channel conveyance and hydrograph shape or peak. Some output has also been
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provided for the 100-year plus climate change scenario in order to facilitate visualisation of a larger flood.
This could be particularly important for emergency planning.
The main source of flooding in Ponteland is from overtopping at the Waitrose supermarket ramp. The
findings from the JBA study indicate that currently this defence provides a SoP up to 2% AEP (1 in 50 year).
If sufficient flow overtops at this location then, after flooding the town centre to the west of Ponteland
Bridge, flood waters can flow over Ponteland Bridge and threaten Eland Haugh Estate, Callerton Lane,
Ponteland Road and areas between these streets and the Fairney Burn. 1 in 100 year (1% AEP) return
period and 1 in 100 year return period plus climate change hazard maps below indicate that those areas at
risk of flooding due to overtopping of the supermarket ramp also comprise land within the South East of
Ponteland PDA. In addition, the maps (Figure 4-34 and Figure 4-35) indicate that the flooding also affects
the East of Ponteland PDA.
East of Ponteland
Supermarket Ramp
South East of
Ponteland
Figure 4-34: 1 in 100 year Hazard (Max) (Source: Ponteland Flood Visualisation: Main Phase Study,
January 2011, JBA Consulting)
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East of Ponteland
Supermarket Ramp
South East of Ponteland
Figure 4-35: 1 in 100 year + CC Hazard (Max) (Source: Ponteland Flood Visualisation: Main Phase
Study, January 2011, JBA Consulting)
Maps produced as a part of the study include 1 in 100 year and 1 in 100 yr plus climate change extent for
depth and velocity.
It is recommended that the development allocation process across the PDAs in Ponteland assess any
residual risks using the available information from the Ponteland Flood Visualisation Study. Any residual
risks identified as a part of a site-specific FRA should inform the site layout and where necessary the
development should incorporate adequate mitigation measures including flood resilience and resistant
construction techniques to protect against floodwater.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available these
were used for mapping. For those areas where detailed Flood Zone 3 plus climate change outlines were not
available, the Flood Zone 2 outline was used as a proxy until more detailed information becomes available
(i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a site-specific flood risk
assessment). It should be noted that the 200 year tidal flood plus climate change may cover an area greater
that Flood Zone 2 shows. Therefore some areas of Flood Zone 1 which may be close enough to the coast,
or low enough, may be affected by climate change and therefore potentially at risk. This can apply to fluvial
flooding too.
For Ponteland, as modelled outlines were unavailable, proxy Flood Zone 2 was used to outline the Flood
Zone 3 plus climate change. Therefore, it is recommended that as a part of any site-specific FRA detailed
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modelling is undertaken for the North West of Ponteland PDA to confirm the extent of the Flood Zone 3 plus
climate change. With regards to East of Ponteland and South East of Ponteland PDAs, as described in
residual risks section, the Ponteland Flood Visualisation: Main Phase Study completed in January 2011 has
determined modelled outline for Flood Zone 3 plus climate change. Therefore, the development allocation
process across these PDAs should take the modelled outline in to consideration.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event would
be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy dataset
or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that a detailed Site-Specific FRA that examines the location and extent of the Flood Zone 2
plus climate change support any proposed development adjacent to the existing Flood Zone 2.
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for this
area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off as
near to its source as possible. For the PDAs described above, given the ground conditions attenuation
SuDS are likely to be an appropriate technique to manage surface water at individual site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on the
guidance and advice provided within the Level 2 SFRA and the NPPF.
Recommendations
•
It is evident that development pressures will create a need to develop the areas that are at risk of
flooding (i.e., Flood Zones 2 and 3) with an associated high hazard – as such any such development
should incorporate appropriate mitigation measures which must not increase the risk of flooding to
surrounding areas. Careful liaison with the EA will be necessary during the design and planning
process;
•
For Ponteland Bypass should aim to limit runoff to greenfield rates and attenuate surface water upto
1% AEP (1 in 100 year) plus 20% climate change;
•
Careful surface water management is required is the South East Ponteland PDA to prevent any issues
downstream on the Fairney Burn. It would be preferable if the development proposed a reduction in
existing surface water run-off to result in a reduction in discharge to the watercourse and provide a
betterment; and
•
Self-contained basements will not be permitted within Flood Zone 3. Basements may be accepted if
free access is available to floors above the 1% AEP flood level. If basements are included as part of a
scheme then they should adhere to British Standard 8102.
Policies
•
Where applicable roll back development from the River Pont, Fairney Burn and Small Burn
watercourses to outside Flood Zone 3a to create ‘blue corridors’ which provide public open space and
recreation areas near watercourses and enhance green infrastructure. Development should not
encroach within 5m of the River Pont, Small Burn and Fairney Burn, which is the EA by-law distance for
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Main Rivers. This would be beneficial both in terms of flood risk and maintenance access;
•
Mixed-use (mixed vulnerability) development that follows the principles of the NPPF sequential
approach should be applied within the area. For example, the proposed residential building uses should
firstly be situated in Flood Zone 1. The remaining ‘less vulnerable’ uses should be located within Flood
Zone 1, then Flood Zone 2 and only when justifiable, Flood Zone 3. This approach can also be applied
within buildings, for example, commercial development located at ground floor level and residential
development above ground floor level in flood risk areas. However, access and egress must still be
made available for residential uses;
•
The Ponteland Bypass crosses a number of watercourse and crosses Flood Zone 3, therefore the
sequential and exception test must be carried out to identify whether there are any suitable alternative
sites, and if not how flood risk will be managed on and off the site. Only essential infrastructure
developments that have met the requirements of the exception test are allowed in the functional
floodplain.
•
Development on or near Main Rivers must apply to the Environment Agency for a flood defences
consent;
•
The Environment Agency must be consulted early on in the design process if structures are going to
cross above an existing watercourse;
•
Surface water flood risk should also inform the site layout, such that ‘highly vulnerable’ development is
avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
For those sites which are primarily greenfield, development has the potential to significantly increase
surface water runoff. SuDS should be considered at all stages of the planning and design of new
developments to reduce runoff rates and volumes from the developed sites, thus reducing the resultant
flood risk posed to the sites and adjacent/downstream areas. Development should, where reasonably
possible, aim to reduce surface water runoff to less than greenfield run off. If this is not possible then
greenfield runoff rates should be achieved by the proposed mitigation measures.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the area that falls entirely or
partly within Flood Zone 2 and/or Flood Zone 3. For areas that fall within Flood Zone 1, a site-specific
FRA will be required for any development in excess of 1 ha. The FRA will need to consider surface
water management;
•
Maximum fluvial flood levels at the area should be informed by the most up-to-date versions of the
Environment Agency’s hydraulic models of the River Pont, Small Burn and Fairney Burn;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an individual
property-level (such as flood resilient construction) and at a strategic level (such as strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to flood
risk from all sources, in line with the recommendations above (sequential approach to site layout);
•
For essential infrastructure located in Flood Zone 3, the FRA must prove that the sequential and
exception have been completed;
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developers should retrofit drainage solutions to
the site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the FRA
and mitigation measures implemented accordingly;
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•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly pertinent
issue for those areas in the valley, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed necessary.
Whether these sites are subject to routine EA maintenance, or not, there must be an access route
available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff by
50%.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Figure 4-36: Fluvial Flood Extent
PDA Information
Grid
Reference
River
Catchment
PDA
B01 Belford
Grid Reference (OS NGR)
412145, 633723 (NU1133)
Newlands Burn and Belford Burn
PDA Area
PDA
B01 Belford
Area (ha)
0.776 ha
Capacity (Housing sites
(hsg), employment land
(ha)
0.776 (ha)
B01 Belford
The B01 Belford PDA is located to the east of Belford, the A1 forms the western boundary,
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Existing Use
and
Topography
Core Strategy Delivery Area – North: Belford
Station road (B1342) the southern boundary, greenfield to the north and railway track to the
east. Newlands Burn is located approximately 270m to the south of the PDA and Belford
Burn is located approximately 250m to the northwest.
The PDA topography appears to be slope in a northerly direction with a level of around 38m
AOD in the south and 34m AOD in the north.
Proposed
Use and
Vulnerability
Classification
The table below summarises the proposed uses of the PDA, provided by NCC (July 2014).
PDA
B01 Belford
Proposed Use
Employment
Status
Completion of available
employment land
The table below illustrates a matrix of ‘Vulnerability Classification’ based on Table 2 in the
National Planning Policy Framework (NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Employment/Mixed use
(e.g hospitals,
residential care homes,
social services homes,
prisons, hostels,
dwelling houses and
student halls of
residence)
More
vulnerable*


Exception
Test
required

Employment/Mixed use
(e.g shops,
restaurants, offices,
general industry,
storage and
distribution)
Less
vulnerable*




Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification of
their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers/Sea
The PDA is located to the north Newlands Burn and to the south of Belford Burn
The Environment Agency’s (EA’s) Flood Maps present the extent of Flood Zones
associated with Belford Burn and Newlands Burn. The EA’s Flood Maps indicate that the
southwest of the PDA is in Flood Zone 1. An area to the northeast of the PDA is indicated to
be in Flood Zone 2.
The northeast of the PDA is located in the EA flood warning area called ‘Coastal Rivers in
North Northumberland’ described as ‘Coastal rivers in Berwick and Alnwick Districts
including the River Aln and Waren Burn.
The Environment Agency North East Northumberland Catchment Flood Management
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xv
Plan states that the Belford Burn catchments respond rapidly to rainfall due to the narrow
catchment. The EA currently undertake channel maintenance and a local levy scheme is
planned which aims to reduce risk through managing field scale runoff, wetland creation,
storing floodwater and woodland planting. The CFMP outlines the need to conduct a
surface water flooding study to confirm the extent of flooding and to produce a surface
water management plan.
The above information should also be taken into account when allocating development in
the wider Belford area.
Surface
Water
The risk of surface water flooding at the PDA has been assessed using the EA’s Updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-37 indicates surface water flood
risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000 year return period)
AEP events for the PDA.
High risk of surface water flooding has been identified to the northeast of the area, adjacent
to the railway line.
Figure 4-37: updated Flood Map for Surface Water – Extent
Figure 4-38 indicated that the high risk area to the northeast of the area could expect
surface water flooding levels above 0.9m in a 0.1% AEP.
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Figure 4-38: updated Flood Map for Surface Water – Depth
Figure 4-39 indicates significant risk associated with surface water flooding in this area.
Figure 4-39: updated Flood Map for Surface Water – Hazard
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The ‘Site-specific FRA Guidance’ section of the SFRA provides recommendations relating
to management of surface water within individual sites.
Groundwater
The British Geological Survey (BGS) areas susceptible to groundwater flooding map
indicates that the area is at high risk (over 75%) of groundwater flooding.
The EA’s Groundwater Vulnerability(GWV) maps have been prepared as a thematic map to
highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at the PDA:
PDA
B01 Belford
Underlying Aquifer
Minor Aquifer
Vulnerability
Intermediate Vulnerability(centre,
south and west)
High Vulnerability (north and
east)
The EA’s Source Protection Zone (SPZ) maps indicate that the PDA is not located within a
SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of hydraulic
sewer flooding in NWL drainage areas based on 100 square metre grid square data.
Review of the NWL DG5 100 square metre grid square data indicates there are no grid
squares in the drainage area. The Core Strategy Delivery Area PDA in Belford is located
within the NWL Belford Industrial Estate (01-D50) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood risk
arising from the development to the PDA itself and downstream properties. A site-specific
FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
There are no canals, reservoirs or other artificial water sources that may provide a flood risk
in the vicinity of these PDAs.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
Information obtained from AIMS shows that fluvial defence in the form of high ground exists along the left
and right bank of Belford Burns.
The NFCDD meanwhile identifies high ground along both Belford and Newlands Burns. It also states that
these fluvial defences provide a 50% AEP level of defence.
High ground has been identified as a fluvial defence along both Newlands and Belford Burns. EA
information states that these defences provide a 50% AEP level of defence.
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Residual Flood Risks
It is recommended that the development allocation process across the PDAs follow the principles of the
NPPF sequential approach. As the PDAs are located in low-lying fluvial areas with a higher vulnerability to
flood from defence breach and overtop, it is also recommended that detailed assessments are undertaken
as a part of site-specific FRA to establish the standard of protection provided by the defences and identify
necessary mitigation measures to be undertaken.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available these
were used for flood mapping. For those areas where detailed Flood Zone 3 plus climate change outlines
were not available, the Flood Zone 2 outline was used as a proxy until more detailed information becomes
available (i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a site-specific
FRA). It should be noted that the 200 year tidal flood plus climate change may cover an area greater that
Flood Zone 2 shows. Therefore some areas of Flood Zone 1 which may be close enough to the coast, or
low enough, may be affected by climate change and therefore potentially at risk. This can apply to fluvial
flooding too.
For the Belford area, as modelled outlines were unavailable, Flood Zone 2 was used as a proxy to map the
potential outline of Flood Zone 3 plus climate change. Therefore, it is recommended that as a part of sitespecific FRAs detailed modelling is undertaken to confirm the extent of the Flood Zone 3 plus climate
change, should any development be proposed within the area covered by the proxy outline.
It has been determined that there are no modelled outlines of Flood Zone 2 plus climate change for the
whole of Northumberland. The Flood Zone 2 plus climate change flood event would be greater than the
existing Flood Zone 2 outlines. As there are limitations on data, and extensive uncertainties, in deriving the
floodplain for such an extreme event, it is not practical to use a proxy dataset or make assumptions to
produce the Flood Zone 2 plus climate change outline. It is therefore recommended that as part of any
future detailed site-specific FRAs the extent of Flood Zone 2 plus climate change is determined, should this
be critical to the layout of the development. Consultation with the EA should be undertaken to determine a
suitable methodology for undertaking this assessment (i.e. detailed modelling, or applying an agreed buffer
to Flood Zone 2).
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for this
area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off as
near to its source as possible. For the PDA described above, given the ground conditions attenuation SuDS
are likely to be an appropriate technique to manage surface water at individual site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on the
guidance and advice provided within the Level 2 SFRA and the NPPF.
Recommendations
•
If development pressures create a need to develop the areas of the PDA that are at risk of flooding (i.e.,
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Flood Zone 2 and Flood Zone 3) – they should incorporate appropriate mitigation measures which must
not increase the risk of flooding to surrounding areas. Careful liaison with the EA will be necessary
during the design and planning process.
Policies
•
Where applicable roll back development from Belford Burn and Newlands Burn to outside Flood Zone
3a to create ‘blue corridors’ which provide public open space and recreation areas near the rivers and
enhance green infrastructure. Development should not encroach within 5m of the watercourses, which
is the EA by-law distance for Main Rivers. This would be beneficial both in terms of flood risk and
maintenance access;
•
Mixed use (mixed vulnerability) development should follow the principles of the NPPF sequential
approach across the PDA. For example, proposed residential development should be steered to the
lower risk areas across the PDA, with the remaining ‘less vulnerable’ land uses being located on the
(relatively) higher risk areas of the PDA. This approach can also be applied within buildings, for
example commercial development located at ground floor level and residential development above
ground floor level in flood risk areas. However, access and egress must still be made available for the
residential uses;
•
Surface water/pluvial flood risk should also inform the site layout, such that ‘highly vulnerable’
development is avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
As the PDA is predominately brownfield, it is unlikely that future developments within the PDA will
increase surface water runoff. However, SuDS should be considered at all stages of the planning and
design of new developments to reduce runoff rates and volumes from the proposed development, thus
reducing the resultant flood risk posed to the PDA and adjacent/downstream areas. Development
should, where reasonably possible, aim to reduce surface water runoff to less than greenfield runoff. If
this is not possible then greenfield runoff rates should be achieved by the proposed mitigation
measures.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the Belford area that falls
entirely or partly within Flood Zone 2 and Flood Zone 3. For individual plots within the PDA that do fall
within Flood Zone 1, an FRA will be required for any development in excess of 1 ha. The FRA will need
to consider surface water management;
•
Maximum fluvial flood levels at the site should be informed by the most up-to-date versions of the EA’s
hydraulic models of Belford Burn, or any future fluvial studies. If no models are available then the Lead
Local Flood Authority may require a model as part of a planning application;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an individual
property-level (such as flood resilient construction) and at a strategic level (such as strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to flood
risk from all sources, in line with the recommendations above (sequential approach to site layout);
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developer should retrofit drainage solutions to the
site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the FRA
and mitigation measures implemented accordingly. In such situations, the developer is generally
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required to provide resources and funds to undertake more complex modelling/assessments to
determine the residual risk on the development arising from events that overtop or breach the
defences. In addition, the developer is generally responsible for funding any flood risk management
works, including defences and mitigation works;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly pertinent
issue for areas, where access roads are at risk of flooding; and
•
The effect of climate change should be considered in a site specific FRA, it is possible that the extent of
Flood Zone 3 could increase.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Figure 4-40: Fluvial Flood Extent
PDA Information
Grid
Reference
PDA
East of Wooler
North East of
Wooler
North West of
Wooler
River
Catchment
Grid Reference (OS
NGR)
399731, 627987
(NT9928)
399379, 628885
(NT9828)
398820, 628928
(NT9828)
River Till and Breamish (Wooler Water)
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PDA Area
PDA
East of Wooler
North East of Wooler
North West of Wooler
Existing Use
and
Topography
Area (ha)
Capacity (Housing sites
(hsg), employment land
(ha)
380 (hsg)
200 (hsg)
380 (hsg)
35 ha
9 ha
22 ha
East of Wooler
The east of Wooler PDA is located to the east of Wooler Water and east of the main
settlement of Wooler. The PDA is predominantly occupied by open grassland, and is
therefore considered greenfield. Residential properties and Wooler Water forms the
western boundary and fields forming the northern, eastern and southern boundaries.
The PDA topography slopes in a north east direction with an average level of around
57m AOD to the south west of the area and 44m AOD to the north east.
North East of Wooler
The North East of Wooler PDA is located to the north of the main Wooler settlement. The
PDA is completely occupied with open grassland and is therefore considered greenfield.
The area is bounded by fields to the north, Berwick Road (B6825) to the southeast and a
dismantled railway to the southwest. Wooler Water lies to the east of the PDA.
The PDA topography slopes in a north east direction with an average level of around
46m AOD to the south west of the area and 44m AOD to the north east.
North West of Wooler
The North West of Wooler PDA is located to the northwest of the main settlement of
Wooler and east of the ordinary watercourse, Humbleton Burn. The area is predominantly
greenfield with fields and the Humbleton Burn forming the western boundary, fields forming
the southern boundary, a dismantled railway to the northeast and a residential area to the
south east.
The PDA topography slopes in a northern direction with an average level of around
57m AOD to the south 48m AOD to the north.
Proposed
Use and
Vulnerability
Classification
The table below summarises the proposed uses of the PDA, proposed by NCC (July
2014).
PDA
East of Wooler
North East of Wooler
North West of Wooler
Proposed Use
Mixed Use (More
vulnerable)
Housing
Housing
Status
Preferred area
Preferred area
Alternative area
The table below illustrates a matrix of ‘Vulnerability Classification’ based on Table 2 in the
National Planning Policy Framework (NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Residential
More vulnerable
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b


Exception
Test
required

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Employment/Mixed use
(e.g hospitals,
residential care homes,
social services homes,
prisons, hostels,
dwelling houses and
student halls of
residence)
More
vulnerable*


Exception
Test
required

Employment/Mixed use
(e.g shops,
restaurants, offices,
general industry,
storage and
distribution)
Less
vulnerable*




Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification of
their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers/Sea
All PDAs are located between the Main River of Wooler Water, a tributary of the River Till
and the Ordinary Watercourse of Humbleton Burn.
The Environment Agency’s (EA’s) Flood Maps present the extent of Flood Zones
associated with Wooler Water and the Humbleton Burn. Fluvial flood risk to NSC Wooler E
Hsg and NSC Wooler N Hsg is associated with Wooler Water whilst fluvial flood risk to
NSC Wooler Hsg is associated with Humbleton Burn.
East of Wooler
The EA’s Flood Maps (Figure 4-40) indicate that the majority of the PDA is in Flood Zone
1. An area to the northwest of the PDA is indicated to be in Flood Zone 2 and a small area
in the northwest is indicated to be in Flood Zone 3. A small length of Wooler Water is
located within the PDA boundary. The majority of the PDA is therefore not at risk of
significant flooding.
The area along the north-western border of the PDA is located within the EA’s ‘Wooler
Water at Wooler’ Flood Warning Area. The warning descriptions states that properties and
low lying areas around South Road, Weetwood Avenue, Berwick Road, Turvelaws and
Farm Cottages are at risk.
North East of Wooler
The EA’s Flood Maps (Figure 4-40) indicate that the majority of the PDA is in Flood Zone
1. An area to the northeast of the PDA is indicated to be in Flood Zone 2. The majority of
the PDA is therefore not at risk of significant flooding
North West of Wooler
The EA’s Flood Maps (Figure 4-40) indicate that the majority of the PDA is in Flood Zone
1. An area to the northwest is indicated to be in Flood Zone 2 and 3.
The Environment Agency Till and Breamish Catchment Flood Management Plan
xv i
states
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that approximately 119 properties are already at risk in Wooler and the community has
experienced flooding in the past, a significant flood event took place during the Great
Border Floods in 1948. The CFMP also states that the EA maintain the channel and raised
defences in the area, they have also implemented an inspection monitoring regime to
ensure that gravel does not build up upstream.
The Berwick upon Tweed SFRA states that the Humbleton Burn and Wooler Water both
present flood risk to the existing settlement of Wooler. The Cheviot Mountains (841m
above sea level) feed both Humbleton Burn and Wooler Water and Wooler Water is the
steepest tributary of the River Till. The environment means that both catchments respond
very rapidly to rainfall events. The steep catchments cause high volumes of sediment
transfer which over time can elevate river beds and water levels.
The above information should also be taken into account when allocating development in
the wider Wooler Area.
Wooler Water is a mobile river and can experience large scale gravel/sediment erosion,
transportation deposition during high flows event.
Surface
Water
The risk of surface water flooding at Wooler has been assessed using the EA’s Updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-41 indicates surface water flood
risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000 year return period)
AEP events for each PDA in Wooler.
As shown in Figure 4-41, an area to the south of Weetwood Road and around Brewery
Road is at risk of surface water flooding with a 30 year return period within the East of
Wooler PDA. The maps also indicate a build-up of surface water in a 1 in 30 year and 1 in
100 year return period event adjacent to the dismantled railway, north of the North West of
Wooler PDA. This surface water build up is not located within the PDA, although the effect
of this should be considered during site-specific assessment.
Figure 4-41: updated Flood Maps for Surface Water – Extent
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Figure 4-42 shows that the predicted surface water flood depths in a 0.1% AEP event
could reach up to 0.6m within the study area. To the north of the North West of Wooler
area flood depths are predicted to potential reach over 1.2m adjacent to the disused
railway.
Figure 4-42: updated Flood Maps for Surface Water – Depth
Figure 4-43 displays a low to moderate hazard rating associated with all three of the PDAs.
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Figure 4-43: updated Flood Maps for Surface Water – Hazard
The ‘Site-specific FRA Guidance’ section of the SFRA provides recommendations relating
to management of surface water within individual PDAs.
Groundwater
The British Geological Survey(BGS) Areas Susceptible to Groundwater Flooding maps
indicate the following conditions at each PDA;
PDA
East of Wooler
North East of Wooler
North West of Wooler
Groundwater Flood Risk
No data available
High risk (>=75%)
High risk (>=75%)
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as a thematic map
to highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at each PDA:
PDA
East of Wooler
North East of Wooler
North West of Wooler
Underlying Aquifer
Minor Aquifer
Major Aquifer
Minor Aquifer
Minor Aquifer
Vulnerability
Intermediate Vulnerability
Intermediate Vulnerability
Intermediate Vulnerability
High Vulnerability
The EA’s Source Protection Zone (SPZ) maps indicate that the PDAs are not located
within a SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of hydraulic
sewer flooding in NWL drainage areas based on 100 square metre grid square data.
Review of the NWL DG5 100 square metre grid square data indicates that no incidents
have been reported in the drainage area. The Core Strategy Delivery Area PDAs in Wooler
are located within the NWL Wooler (01-D36) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood risk
arising from the development to the site itself and downstream properties. A site-specific
FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
There are no canals, reservoirs or other artificial water sources that may provide a flood
risk in the vicinity of these PDAs.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
Information obtained from AIMS identified a number of fluvial protection defences along Wooler Water. The
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defences are located in Scott Park, adjacent to the East of Wooler PDA and downstream of Wooler
comprising of 1.4km of defences on the east bank and 1.8km on the west bank.
The Northumbria Flood Action Plan states that a flood bank is located on the west bank of the river adjacent
to Scott Park, and is assessed as providing a 1% AEP Standard of Protection (SoP). Downstream of
Wooler, the flood banks to the east and west of Wooler Water provide the same SoP and protect Wooler
WwTW and properties located on Berwick Road and Turvelaws Farm Cottages.
xv ii
conducted by JBA Consulting on behalf of the Environment Agency
The Wooler Pre-Feasibility Study
also states the town lies at much higher elevation to the River. The study also states that seven raised
defences, all of which are flood embankments, recorded in the NFCDD are as shown in the table below.
Asset Ref
Location
1212500080101L02
Downstream of Wooler
1212500080101L03
Height
(m)
Length (m)
Design
Standard (SoP)
Visual
Asset
Condition
2.0
782.4
100
2
Downstream of Wooler
1.2
1386.7
100
3
1212500080101R02
Downstream of Wooler
1.5
1533.8
100
3
1212500080101R03
Downstream of Wooler
1.1
338.3
100
2
1212500080101R04
Downstream of Wooler
1.5
576
100
3
1212500080101R05
Wooler, Scott Park
0.7
91.3
100
2
1212500080201R02
Haven Caravan Park
1.4
396.4
50
2
Residual Flood Risks
The East and North East of the Wooler PDA is located immediately behind fluvial protection defences. The
PDAs are therefore is at risk of flooding from defences being breached and overtopped.
It is estimated that the residual risk from overtopping would be realised in events greater than 0.1% AEP.
The Wooler Pre-Feasibility Study concludes that raised defences are the only option considered to be
technically viable and affordable.
Currently no further information is available on defence breach and overtopping at the PDA. It is
recommended that development allocation process across the PDAs follow the principles of the NPPF
sequential approach. As the PDAs are located in low-lying fluvial areas with a higher vulnerability to flood
from defence breach and overtop, it is also recommended that detailed assessments are undertaken as a
part of site-specific FRA to establish the standard of protection provided by the defences and identify
necessary mitigation measures to be undertaken.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available these
were used for flood mapping. For those areas where detailed Flood Zone 3 plus climate change outlines
were not available, the Flood Zone 2 outline was used as a proxy until more detailed information becomes
available (i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a site-specific
FRA). It should be noted that the 200 year tidal flood plus climate change may cover an area greater that
Flood Zone 2 shows. Therefore some areas of Flood Zone 1 which may be close enough to the coast, or
low enough, may be affected by climate change and therefore potentially at risk. This can apply to fluvial
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flooding too.
For the Wooler area, as modelled outlines were unavailable, Flood Zone 2 was used as a proxy to map the
potential outline of Flood Zone 3 plus climate change. Therefore, it is recommended that as a part of sitespecific FRAs detailed modelling is undertaken to confirm the extent of the Flood Zone 3 plus climate
change, should any development be proposed within the area covered by the proxy outline.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event would
be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy dataset
or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that as part of any future detailed site-specific FRAs the extent of Flood Zone 2 plus climate
change is determined, should this be critical to the layout of the development. Consultation with the EA
should be undertaken to determine a suitable methodology for undertaking this assessment (i.e. detailed
modelling, or applying an agreed buffer to Flood Zone 2).
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for this
area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off as
near to its source as possible. For the PDAs described above, given the ground conditions attenuation
SuDS are likely to be an appropriate technique to manage surface water at individual site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on the
guidance and advice provided within the Level 2 SFRA and the NPPF.
Recommendations
•
If development pressures create a need to develop the areas of the PDA that are at risk of flooding (i.e.
Flood Zone 2 and Flood Zone 3) – they should incorporate appropriate mitigation measures which must
not increase the risk of flooding to surrounding areas. Careful liaison with the EA will be necessary
during the design and planning process; and
•
Self-contained basements will not be permitted within Flood Zone 3. Basements may be accepted if
free access is available to floors above the 1% AEP flood level. If basements are included as part of a
scheme then they should adhere to British Standard 8102.
Policies
•
Where applicable roll back development from Wooler Water and the Humbleton Burn to outside Flood
Zone 3a to create ‘blue corridors’ which provide public open space and recreation areas near the rivers
and enhance green infrastructure. Development should not encroach within 5m of the watercourses,
which is the EA by-law distance for Main Rivers. This would be beneficial both in terms of flood risk and
maintenance access;
•
Mixed use (mixed vulnerability) development should follow the principles of the NPPF sequential
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approach across the PDA. For example, proposed residential development should be steered to the
lower risk areas across the PDA, with the remaining ‘less vulnerable’ land uses being located on the
(relatively) higher risk areas of the PDA. This approach can also be applied within buildings, for
example commercial development located at ground floor level and residential development above
ground floor level in flood risk areas. However, access and egress must still be made available for the
residential uses;
•
Surface water/pluvial flood risk should also inform the site layout, such that ‘highly vulnerable’
development is avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
As the PDAs are primarily greenfield, development has the potential to significantly increase surface
water runoff. Therefore, to ensure sustainability, SuDS should be implemented to reduce runoff rates
and volumes from the developed sites, thus reducing the resultant flood risk posed to the sites and
adjacent/downstream areas. Development should, where reasonably possible, aim to reduce surface
water runoff to less that greenfield run off. If this is not possible then greenfield runoff rates should be
met.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the Wooler Area that falls
entirely or partly within Flood Zone 2 and Flood Zone 3. For sites that do fall within Flood Zone 1, an
FRA will be required for any development in excess of 1 ha. The FRA will need to consider surface
water management;
•
A site specific FRA should assess risk associated with Wooler Water being a mobile river which can
experience large scale gravel/sediment erosion, transportation deposition during high flows event;
•
Maximum fluvial flood levels at the sites should be informed by the most up-to-date versions of the EA’s
hydraulic models of the Wooler Burn and Humbleton Burn, or any future fluvial studies. If no models are
available then the Lead Local Flood Authority may require a model as part of a planning application;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an individual
property-level (such as flood resilient construction) and at a strategic level (such as strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to flood
risk from all sources, in line with the recommendations above (sequential approach to site layout);
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developer should retrofit drainage solutions to the
site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the FRA
and mitigation measures implemented accordingly. In such situations, the developer is generally
required to provide resources and funds to undertake more complex modelling/assessments to
determine the residual risk on the development arising from events that overtop or breach the
defences. In addition, the developer is generally responsible for funding any flood risk management
works, including defences and mitigation works;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly pertinent
issue for areas, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed necessary.
Whether these sites are subject to routine EA maintenance, or not, there must be an access route
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available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff by
50% and greenfield rates where land was previously undeveloped.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Figure 4-44: Fluvial Flood Extent
PDA Information
Grid
Reference
PDA
Grid Reference (OS
NGR)
371131, 563822
(NY7163)
EO3 Hadrian
River
Catchment
River South Tyne
PDA Area
PDA
E03 Hadrian
Existing Use
and
Area (ha)
1.449 (ha)
Capacity (Housing sites
(hsg), employment land
(ha)
1.449 (ha)
E03 Hadrian
The E03 Hadrian PDA is located to the southeast of Haltwhistle and is currently occupied
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Topography
Core Strategy Delivery Area – West: Haltwhistle
by an existing industrial site. Haltwhistle Burn and the A69 forms the eastern boundary,
River South Tyne forms the southern boundary, West Road forms the northern boundary
and a subway forms the western boundary. A railway line runs across the centre of the
PDA. The Haltwhistle Burn flood zone 3 is not shown in Figure 4-44.
The PDA topography is generally flat with an average level of around 109m AOD.
Proposed
Use and
Vulnerability
Classification
The table below summarises the proposed uses of the PDA, proposed by NCC (July 2014).
PDA
E03 Hadrian
Proposed Use
Employment
Status
Completion of available
employment land
The table below illustrates a matrix of ‘Vulnerability Classification in Planning Practice
Guidance to the NPPF’ for proposed developments against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Residential
More vulnerable


Exception
Test
required

Employment/Mixed use
(e.g hospitals,
residential care homes,
social services homes,
prisons, hostels,
dwelling houses and
student halls of
residence)
More
vulnerable*


Exception
Test
required

Employment/Mixed use
(e.g shops,
restaurants, offices,
general industry,
storage and
distribution)
Less
vulnerable*




*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification of
their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers/Sea
The PDA is located the west of Haltwhistle Burn and to the north of the River South Tyne.
The EA’s Flood Maps (Figure 4-44) present the extent of Flood Zones associated with the
River South Tyne and Haltwhistle Burn. The EA’s Flood Maps indicate that the majority of
the PDA is in Flood Zone 2. An area to the east and west of the PDA is indicated to be in
Flood 3, a small area to the northeast is indicated to be in Flood Zone 1. A small length of
Haltwhistle Burn is located within the PDA boundary. The majority of the PDA is therefore at
risk from flooding.
The PDA is mostly located within the ‘River South Tyne at Haltwhistle’ flood warning area.
This warning area is for properties around Castle Glen, Station Court Seldom Seen,
Hadrian Varnish Works, Albion Works and Bellister Lodge.
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The Tyne Catchment Flood Management Plan states that there is a high risk of flooding
from the River South Tyne in Haltwhistle and estimates between 50 and 100 properties at
risk from a 1% AEP event.
The above information should also be taken into account when allocating development in
the wider Haltwhistle area.
Surface
Water
The risk of surface water flooding at the PDA has been assessed using the EA’s Updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-45 indicates surface water flood
risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000 year return period)
AEP events for each PDA. Generally a build of surface water can be identified adjacent to
existing roads, subways and railway lines. High risk of surface water flooding has been
identified adjacent to the railway line and to the north of the PDA, adjacent to the B6322.
Figure 4-45: updated Flood Map for Surface Water - Flood Extent
Figure 4-46 displays flood depths of over 1.2m adjacent to B6322, to the north of the PDA.
Within E03 Hadrian, flood depths of up to 0.6m have been identified around some of the
existing building boundaries and adjacent to the railway line.
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Figure 4-46: updated Flood Map for Surface Water – Depth
Figure 4-47shows mostly a moderate hazard associated with the surface water flooding,
with some areas of significant hazard identified adjacent to the railway and surrounding the
existing boundaries of the building.
Figure 4-47: updated Flood Map for Surface Water – Hazard
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The Tynedale District Council and Northumberland National Park Strategic Flood Risk
Assessment states that, up to 2007, there have been 11 historically recorded incidents of
flooding in the Haltwhistle area that fall outside of Flood Zone 2 and 3 and are therefore
probably related to surface water flooding.
The ‘Site-specific FRA Guidance’ section of the SFRA provides recommendations relating
to management of surface water within individual sites.
Groundwater
The British Geological Survey (BGS) Areas Susceptible to Groundwater Flooding Maps
indicates that the area is at high risk of groundwater flooding.
The Environment Agency’s groundwater vulnerability maps have been presented in a
thematic map to highlight areas that overlie aquifers with a high vulnerability. Major
Aquifers with a high vulnerability tend to have a more permeable surface geology.
Groundwater vulnerability relates to the potential for contamination to groundwater and thus
is a useful tool to determine the potential suitability of Sustainable Drainage Systems
(SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at the PDA:
PDA
E03 Hadrian
Underlying Aquifer
Minor Aquifer
Vulnerability
High Vulnerability
The EA’s Source Protection Zone (SPZ) maps indicate that the PDA is not located within a
SPZ.
Environment Agency AStGFW states that the PDA is at high susceptibility of groundwater
flooding (over 75%).
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of hydraulic
sewer flooding in NWL drainage areas based on 100 square metre grid square data.
Review of the NWL DG5 100 square metre grid square data indicates 2 grid squares in the
drainage area. The Core Strategy Delivery Area PDA in Haltwhistle is located within the
NWL Haltwhistle (03-D14) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood risk
arising from the development to the site itself and downstream properties. A site-specific
FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
There are no canals, reservoirs or other artificial water sources that may provide a flood risk
in the vicinity of Haltwhistle – as such there is not considered to be a significant risk to the
PDA.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
Information obtained from AIMS shows fluvial flood defences exists along the River South Tyne and
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Haltwhistle Burn. The PDA is defended against fluvial flooding by a combination of embankment, flood
defence wall and natural high ground.
The Tynedale District Council and Northumberland National Park Strategic Flood Risk Assessment states
that the defences have a SOP up to a 1% AEP fluvial flood event.
Residual Flood Risks
It is recommended that development allocation process across the PDAs follow the principles of the NPPF
sequential approach. As the PDAs are located in low-lying fluvial areas with a higher vulnerability to flood
from defence breach and overtopping, it is also recommended that detailed assessments are undertaken as
a part of site-specific FRA to establish the standard of protection provided by the defences and identify
necessary mitigation measures to be undertaken.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available these
were used for mapping. For those areas where detailed Flood Zone 3 plus climate change outlines were not
available, the Flood Zone 2 outline was used as a proxy until more detailed information becomes available
(i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a site-specific FRA). It
should be noted that the 200 year tidal flood plus climate change may cover an area greater that Flood
Zone 2 shows. Therefore some areas of Flood Zone 1 which may be close enough to the coast, or low
enough, may be affected by climate change and therefore potentially at risk. This can apply to fluvial
flooding too.
For the Haltwhistle area, as modelled outlines were unavailable, Flood Zone 2 was used as a proxy to map
the potential outline of Flood Zone 3 plus climate change. Therefore, it is recommended that as a part of
site-specific FRAs detailed modelling is undertaken to confirm the extent of the Flood Zone 3 plus climate
change, should any development be proposed within the area covered by the proxy outline.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event would
be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy dataset
or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that as part of any future detailed site-specific FRAs the extent of Flood Zone 2 plus climate
change is determined, should this be critical to the layout of the development. Consultation with the EA
should be undertaken to determine a suitable methodology for undertaking this assessment (i.e. detailed
modelling, or applying an agreed buffer to Flood Zone 2).
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for this
area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off as
near to its source as possible. For the PDA described above, given the ground conditions attenuation SuDS
are likely to be an appropriate technique to manage surface water.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on the
guidance and advice provided within the Level 2 SFRA and the NPPF.
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Recommendations
•
If development pressures create a need to develop within areas that are at risk of flooding (i.e., Flood
Zone 2 and Flood Zone 3), they should incorporate appropriate mitigation measures which must not
increase the risk of flooding to surrounding areas. Detailed liaison with the Environment Agency will be
necessary during the design and planning process and it cannot be assumed that the Environment
Agency will not object to development in these areas; and
•
Self-contained basements will not be permitted within Flood Zone 3. Basements may be accepted if
free access is available to floors above the 1% AEP flood level. If basements are included as part of a
scheme then they should adhere to British Standard 8102.
Policies
•
Where applicable roll back development from the River South Tyne outside of Flood Zone 3a to create
‘blue corridors’ which provide public open space and recreation areas near the River South Tyne to
enhance green infrastructure. Development should not encroach within 5m of the South Tyne or
Haltwhistle Burn, which is the Environment Agency by-law distance for Main Rivers. This would be
beneficial both in terms of flood risk and maintenance access;
•
Mixed use (mixed vulnerability) development should follow the principles of the NPPF sequential
approach across the wider area. For example, proposed residential development should be steered to
the lower risk areas, with the remaining ‘less vulnerable’ land uses being located on the (relatively)
higher risk areas. This approach can also be applied within buildings, for example commercial
development located at ground floor level and residential development above ground floor level in flood
risk areas. However, access and egress must still be made available for the residential uses;
•
Surface water/pluvial flood risk should also inform the site layout, such that ‘highly vulnerable’
development is avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
As the PDAs comprise of a mixture of greenfield and brownfield land, future developments within the
PDAs potentially can increase surface water runoff. SuDS should be considered at all stages of the
planning and design of new developments to reduce runoff rates and volumes from the developed
sites, thus reducing the resultant flood risk posed to the sites and adjacent/downstream areas.
Development should, where reasonably possible, aim to reduce surface water runoff to less than
greenfield run off. If this is not possible then greenfield runoff rates should be achieved by the proposed
mitigation measures.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the Haltwhistle area that falls
entirely or partly within Flood Zone 2 and Flood Zone 3. For PDAs that do fall within Flood Zone 1, an
FRA will be required for any development in excess of 1 ha. The FRA will need to consider surface
water management;
•
Maximum fluvial flood levels at the sites should be informed by the most up-to-date versions of the EA’s
hydraulic models of the Haltwhistle Burn and South Tyne, or any future fluvial studies. If no models are
available then the Lead Local Flood Authority may require a model as part of a planning application;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an individual
property-level (such as flood resilient construction) and at a strategic level (such as strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to flood
risk from all sources, in line with the recommendations above (sequential approach to site layout);
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
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and adequate SuDS techniques. Where possible, the developer should retrofit drainage solutions to the
site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the FRA
and mitigation measures implemented accordingly. In such situations, the developer is generally
required to provide resources and funds to undertake more complex modelling/assessments to
determine the residual risk on the development arising from events that overtop or breach the
defences. In addition, the developer is generally responsible for funding any flood risk management
works, including defences and mitigation works;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly pertinent
issue for areas, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed necessary.
Whether these sites are subject to routine EA maintenance, or not, there must be an access route
available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff by
50% or greenfield runoff rates if the land was previously undeveloped.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Core Strategy Delivery Area – West: Haydon Bridge
Figure 4-48 Fluvial Flood Extents
PDA Information
Grid
Reference
PDA
Grid Reference
West of Haydon
Bridge
River
Catchment
383621, 564172
(NY8364)
River South Tyne
PDA Area
PDA
West of Haydon Bridge
Area (ha)
2.20 (ha)
Capacity (Housing
sites (hsg),
employment land (ha)
80 (hsg)
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Existing Use
and
Topography
West of Haydon Bridge
The West of Haydon Bridge PDA is located on the north bank of the River South Tyne.
Western and southern boundaries of the PDA are formed by Ratcliffe Road, directly
beyond which is the River South Tyne. Northern and eastern boundaries are respectively
formed by railway line and residential properties. The PDA is predominately occupied by
open grassland, and is therefore considered greenfield.
The PDA topography generally falls towards the River South Tyne from around 68m AOD
to around 66m AOD.
Proposed Use
and
Vulnerability
Classification
The table below summarise the proposed uses of the PDAs, provided by NCC (July 2014).
PDA
West of Haydon Bridge
Proposed Use
Residential
Status
Preferred area
The table below illustrates a matrix of ‘Vulnerability Classification’ based on Table 2 in the
National Planning Policy Framework (NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Residential
More vulnerable
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b


Exception
Test
required

Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification
of their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers
The River South Tyne presents the main fluvial flood risk to majority of the PDA.
The Environment Agency’s (EA’s) Flood Maps (Figure 4-48) show the extent of Flood
Zones associated with the river.
The EA’s Flood Maps indicate that the western area of the PDA is in Flood Zone 1. The
Flood Maps also indicate that a significant area in the east of the PDA and the main
access route are within Flood Zone 2. The PDA is therefore considered to be at risk of
significant flooding.
Surface Water
The risk of surface water flooding at the PDA has been assessed using the EA’s updated
Flood Maps for Surface Water (uFMfSW) Maps. Figure 4-49 indicates surface water flood
risk from 3.33% (30 year return period), 1% (100 year) and 0.1% (1000 year return period)
AEP events for the PDA.
The EA’s uFMfSW (Figure 4-49, Figure 4-50 and Figure 4-51) indicates that there is no
risk of surface water flooding in the PDA except for a low risk along the railwayline.
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Figure 4-49: updated Flood Map for Surface Water – Extent
Figure 4-50: updated Flood Map for Surface Water – Depth
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Figure 4-51: updated Flood Map for Surface Water – Hazard
The ‘Site-specific FRA Guidance’ section of the SFRA provides recommendations relating
to management of surface water within individual sites.
Groundwater
The British Geological Survey (BGS) Areas Susceptible to Groundwater Flooding maps
indicate that the PDA is at medium to high risk of groundwater flooding.
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as a thematic map
to highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a high
vulnerability tend to have a more permeable surface geology. Groundwater vulnerability
relates to the potential for contaminants to enter groundwater and thus is a useful tool to
determine the potential suitability of Sustainable Drainage Systems (SuDS) techniques.
The EA’s GWV maps indicate the following general groundwater conditions at the PDA:
PDA
West of Haydon Bridge
Underlying Aquifer
Minor Aquifer
Vulnerability
Intermediate Vulnerability
The EA’s Source Protection Zone (SPZ) maps indicate that the PDA is not located within a
SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, NWL DG5 data indicates risk of hydraulic
sewer flooding in NWL drainage areas based on 100 square metre grid square data.
Review of the NWL DG5 100 square metre grid square data indicates that there are no
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grid squares in the vicinity of the PDA.
Future developments should take measures as far as is practicable to reduce the flood risk
arising from the development to the site itself and downstream properties. A site-specific
FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
There are no canals, reservoirs or other artificial water sources that may provide a flood
risk in the vicinity of Haydon Bridge– as such there is not considered to be a significant
risk to the PDA.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS and
NFCDD data have been included, where applicable, within this SFRA for completeness. It is advised that
the developer consults with the Environment Agency to obtain the most up to date information relating to
flood defence infrastructure.
Information obtained from AIMS identifies a number of fluvial flood defences along the River South Tyne in
Haydon Bridge.
Directly south of the PDA, the ground along the north bank of the River South Tyne are naturally higher.
However, the NCDD indicates that the Standard of Protection afforded is up to 2% AEP, which is not
adequate to provide protection to the PDA.
Residual Flood Risks
As a part of the EA’s Strategic Flood Risk Mapping work a depth velocity study has been completed for
xv iii
Haydon Bridge . The study has modelled 1% AEP event for the reach of the river where the PDA is
located. The modelling work has taken the adjacent flood defences into account and has produced maps
for 1 hour intervals up to 34 hours for depth, velocity and hazard scenarios.
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West of Haydon Bridge
Figure 4-52: Flood Hazard Rating – 34 hours, 1 % AEP Event (Source: South Tyne Depth Velocity Study: Haydon Bridge, 2013)
The depth, velocity and hazard maps indicate that the PDA is not at risk of flooding up to 1% AEP event
when the defences are in place. However, the study has not modelled other scenarios in terms of defences
being breached. Therefore it is recommended that as a part of site-specific FRA further modelling work is
undertaken to determine the effect on the site from possible breach of local defences. Any residual risks
identified as a part of a site-specific FRA should inform the site layout and where necessary the
development should incorporate adequate mitigation measures including flood resilience and resistant
construction techniques to protect against floodwater.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available these
were used for mapping. For those areas where detailed Flood Zone 3 plus climate change outlines were not
available, the Flood Zone 2 outline was used as a proxy until more detailed information becomes available
(i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a site-specific flood risk
assessment). It should be noted that the 200 year tidal flood plus climate change may cover an area greater
that Flood Zone 2 shows. Therefore some areas of Flood Zone 1 which may be close enough to the coast,
or low enough, may be affected by climate change and therefore potentially at risk. This can apply to fluvial
flooding too.
For Haydon Bridge, as modelled outlines were unavailable, proxy Flood Zone 2 was used to outline the
Flood Zone 3 plus climate change. Therefore, it is recommended that as a part of any site-specific FRA
detailed modelling is undertaken to confirm the extent of the Flood Zone 3 plus climate change.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
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climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event would
be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy dataset
or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that a detailed Site-Specific FRA that examines the location and extent of the Flood Zone 2
plus climate change support any proposed development adjacent to the existing Flood Zone 2.
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for this
area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off as
near to its source as possible. For the West of Haydon Bridge PDA, given the ground conditions attenuation
SuDS are likely to be an appropriate technique to manage surface water at individual site level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on the
guidance and advice provided within the Level 2 SFRA and the NPPF.
Recommendations
•
If development pressures create a need to develop within areas that are at risk of flooding (i.e., Flood
Zone 2 and Flood Zone 3), they should incorporate appropriate mitigation measures which must not
increase the risk of flooding to surrounding areas. Careful liaison with the Environment Agency will be
necessary during the design and planning process and it cannot be assumed that the EA will not object
to development in these areas; and
•
Self-contained basements will not be permitted within Flood Zone 3. Basements may be accepted if
free access is available to floors above the 1% AEP flood level. If basements are included as part of a
scheme then they should adhere to British Standard 8102.
Policies
•
Where applicable roll back development from the River South Tyne (valley) to outside Flood Zone 3a to
create ‘blue corridors’ which provide public open space and recreation areas near watercourses and
enhance green infrastructure. Development should not encroach within 5m of the River South Tyne,
which is the EA by-law distance for Main Rivers. This would be beneficial both in terms of flood risk and
maintenance access;
•
Mixed-use (mixed vulnerability) development that follows the principles of the NPPF sequential
approach should be applied within the area. For example, the proposed residential building uses should
firstly be situated in Flood Zone 1. The remaining ‘less vulnerable’ uses should be located within Flood
Zone 1, then Flood Zone 2 and only when justifiable, Flood Zone 3. This approach can also be applied
within buildings, for example, commercial development located at ground floor level and residential
development above ground floor level in flood risk areas. However, access and egress must still be
made available for residential uses;
•
Surface water flood risk should also inform the site layout, such that ‘highly vulnerable’ development is
avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
As the PDA primarily greenfield, development has the potential to significantly increase surface water
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runoff. SuDS should be considered at all stages of the planning and design of new developments to
reduce runoff rates and volumes from the developed PDA, thus reducing the resultant flood risk posed
to the PDA and adjacent/downstream areas. Development should, where reasonably possible, aim to
reduce surface water runoff to less than greenfield run off. If this is not possible then greenfield runoff
rates should be achieved by the proposed mitigation measures.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the area that falls entirely or
partly within Flood Zone 2 and/or Flood Zone 3. For areas that fall within Flood Zone 1, a site-specific
FRA will be required for any development in excess of 1 ha. The FRA will need to consider surface
water management;
•
Maximum fluvial flood levels at the area should be informed by the most up-to-date versions of the
Environment Agency’s hydraulic models of the River South Tyne;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change is
justifiable, appropriate mitigation and resilience measures should be incorporated both on an individual
property-level (such as flood resilient construction) and at a strategic level (such as strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to flood
risk from all sources, in line with the recommendations above (sequential approach to site layout);
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developers should retrofit drainage solutions to
the site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI) works;
•
The residual risks identified above should be adequately investigated and assessed as part of the FRA
and mitigation measures implemented accordingly;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly pertinent
issue for those areas in the valley, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to the
channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed necessary.
Whether these sites are subject to routine EA maintenance, or not, there must be an access route
available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff by
50% or greenfield rates on previously undeveloped sites.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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Core Strategy Delivery Area – West: Bellingham
Figure 4-53: Fluvial Flood Extents
PDA Information
Grid
Reference
River
Catchment
PDA
Grid Reference
South of Bellingham
383955, 583169 (NY 8383)
E02 Foundry Road
384084,583470 (NY 84 83)
River North Tyne
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PDA Area
PDA
Existing Use
and
Topography
Area (ha)
Capacity (Housing
sites (hsg),
employment land (ha)
South of Bellingham
2.9 ha
65 hsg
E02 Foundry Road
0.223 ha
0.223 ha
South of Bellingham
South of Bellingham PDA is located immediately east to the confluence of the River
North Tyne and Hareshaw Burn. Agricultural land forms the northern and eastern
boundaries of the PDA. Western boundary of the PDA is formed by Hareshaw Burn
whilst the southern boundary of the PDA is formed by Boat Road, and the River North
Tyne is immediately south of Boat Road. The PDA is currently occupied as a caravan
park and is therefore considered greenfield.
The PDA topography generally falls towards Hareshaw Burn from around 119m AOD to
around 116m AOD.
E02 Foundry Road
E02 Foundry Road PDA is located on the east bank of Hareshaw Burn. Eastern and
southern boundaries of the PDA are formed by residential developments. Northern
boundary of the PDA is formed by a caravan park whilst the western boundary of the
PDA is formed by Hareshaw Burn. The PDA is part of the existing employment allocation
in the area. The PDA contains a number of commercial properties and is therefore
considered brownfield.
The PDA topography generally falls towards Hareshaw Burn from around 114m AOD to
around 110m AOD.
Proposed
Use and
Vulnerability
Classification
The table below summarises the proposed uses of the PDAs, provided by NCC (July
2014).
PDA
Proposed Use
Status
South of Bellingham
Residential
Alternative area
E02 Foundry Road
Employment
Completion of available
employment land
The table below illustrates a matrix of ‘Vulnerability Classification’ based on Table 2 in
the National Planning Policy Framework (NPPF) against ‘Flood Zone Compatibility’.
Proposed use
NPPF
Vulnerability
Classification
Flood
Zone 1
Flood
Zone 2
Flood
Zone 3a
Flood
Zone 3b
Residential
More
vulnerable


Exception
Test
required

Employment/Mixed
use (e.g hospitals,
residential care
homes, social services
More
vulnerable*


Exception
Test
required

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homes, prisons,
hostels, dwelling
houses and student
halls of residence)
Employment/Mixed
use (e.g shops,
restaurants, offices,
general industry,
storage and
distribution)
Less
vulnerable*




Key
 - Acceptable
 - Not Acceptable
*Based on Planning Practice Guidance (PPG) Table 2: Flood Risk Vulnerability Classification.
Should further definition of the proposed uses be made at a later date, then identification
of their individual vulnerability classifications should be re-visited.
Sources of Flood Risk
Rivers
The River North Tyne and Hareshaw Burn presents the main fluvial flood risk to the
PDAs in Bellingham.
South of Bellingham
The Environment Agency’s (EA’s) Flood Maps indicate that the Hareshaw Burn which is
a tributary of the River North Tyne poses flood risk to the PDA. Approximately 40% of
the land along the western boundary of PDA is indicated to be in Flood Zone 2 and
Flood Zone 3. The remaining land within the PDA is indicated to be in Flood Zone 1. The
PDA is located immediately north of the confluence between the River North Tyne and
the Hareshaw Burn, therefore the risk of flooding at the PDA is considered to be
significant.
The western area of the PDA in Flood Zone 2 and Flood Zone 3 is indicated to be within
the EA’s ‘River North Tyne at Bellingham’ Flood Warning Area.
E20 Foundry Road
The EA’s Flood Maps indicate that the entire PDA is located within Flood Zone 1.
However, the Flood Maps indicate that a section of the western boundary of the PDA is
located immediately adjacent to the Flood Zones.
Surface
Water
The risk of surface water flooding at the PDA has been assessed using the EA’s
Updated Flood Maps for Surface Water (uFMfSW) Maps. The map below indicates
surface water flood risk from 3.33% (30 year return period), 1% (100 year) and 0.1%
(1000 year return period) AEP events for the PDA.
Figure 4-54, Figure 4-55 and Figure 4-56 indicates that there is a low risk of surface
water flooding in both PDAs. However, the area immediately south of the E02 Foundry
Road PDA is indicated to be at high risk of surface water flooding.
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Figure 4-54: updated Flood Map for Surface Water – Extent
Figure 4-55: updated Flood Map for Surface Water – Depth
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Figure 4-56: updated Flood Map for Surface Water – Hazard
The ‘Site-specific FRA Guidance’ section of the SFRA provides recommendations
relating to management of surface water within individual sites.
Groundwater
The British Geological Survey(BGS) Areas Susceptible to Groundwater Flooding maps
indicate the following conditions at each PDA;
PDA
Groundwater Flood Risk
South of Bellingham
Low to medium risk (>= 25% <50%)
E02 Foundry Road
Low risk (< 25%)
The EA’s Groundwater Vulnerability (GWV) maps have been prepared as thematic maps
to highlight areas that overlie aquifers with a high vulnerability. Major Aquifers with a
high vulnerability tend to have a more permeable surface geology.
Groundwater
vulnerability relates to the potential for contaminants to enter groundwater and thus is a
useful tool to determine the potential suitability of Sustainable Drainage Systems (SuDS)
techniques.
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The EA’s GWV maps indicate the following general groundwater conditions at each
PDA:
PDA
Underlying Aquifer
Vulnerability
South of Bellingham
Minor Aquifer
High Vulnerability
E02 Foundry Road
Minor Aquifer
Low Vulnerability
The EA’s Source Protection Zone (SPZ) maps indicate that the PDAs are not located
within a SPZ.
Sewers
The risk of hydraulic sewer flooding in the area has been assessed using the NWL DG5
data. As detailed in Section 3.7 of the SFRA, the NWL DG5 data indicates risk of
hydraulic sewer flooding in NWL drainage areas based on 100 square metre grid square
data.
Review of the NWL DG5 100 square metre grid square data indicates that an incident
has been reported to the east of the PDAs. The PDAs are located within the NWL
Bellingham (03-D35) drainage area catchment.
Future developments should take measures as far as is practicable to reduce the flood
risk arising from the development to the PDA itself and downstream properties. A sitespecific FRA should identify the drainage strategy to mitigate sewer flooding risk.
Artificial
Sources
Kielder Water reservoir is located approximately 20 km north west of Bellingham. The
Environment Agency’s reservoir inundation maps indicate that both PDAs in Bellingham
to be at risk of flooding due to breach of the reservoir. However, the probability of
flooding due to breach of the reservoir is very low.
Flood Defence Infrastructure
The Environment Agency Asset Information Management System (AIMS) now supersedes NFCDD,
although the NFCDD data provides more detailed information of defences in the area. Both the AIMS
and NFCDD data have been included within this SFRA for completeness. It is advised that the developer
consults with the Environment Agency to obtain the most up to date information relating to flood defence
infrastructure.
The AIMS identifies a number of fluvial flood defences along the River North Tyne and Hareshaw Burn in
Bellingham. These flood defences are in the form of embankment and flood defence wall.
The banks of these watercourses are also naturally high. According to the NCDD, the natural high
ground along the east bank of the Hareshaw Burn provides defence against fluvial flooding with a
Standard of Protection up to 50% AEP (1 in 2 year) at South of Bellingham PDA.
No formal defences are however found adjacent to the E20 Foundry Road PDA.
Residual Flood Risks
The South of Bellingham PDA is protected from the natural high ground along the east bank of the
Hareshaw Burn up to 50% AEP. Therefore, there is a potential risk of flooding from defences being
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breached and overtopped in low-laying areas of the PDA adjacent to the watercourse.
It is recommended that development allocation across the PDA follow the principles of the NPPF
sequential approach. As the PDA is located in low-lying fluvial areas with a higher vulnerability to flood
from defence breach and overtopping, it is also recommended that detailed assessments are undertaken
as a part of site-specific FRA to establish the risk of flooding from a breach or overtopping of the flood
defences and identify necessary mitigation measures to be undertaken.
Climate Change
During the Level 1 SFRA, where modelled Flood Zone 3 plus climate change outlines were available
these were used for mapping. For those areas where detailed Flood Zone 3 plus climate change outlines
were not available, the Flood Zone 2 outline was used as a proxy until more detailed information
becomes available (i.e. an EA hydraulic modelling study or hydraulic modelling study undertaken for a
site-specific flood risk assessment). It should be noted that the 200 year tidal flood plus climate change
may cover an area greater that Flood Zone 2 shows. Therefore some areas of Flood Zone 1 which may
be close enough to the coast, or low enough, may be affected by climate change and therefore
potentially at risk. This can apply to fluvial flooding too.
For Bellingham, as modelled outlines were unavailable, proxy Flood Zone 2 was used to outline the
Flood Zone 3 plus climate change. Therefore, it is recommended that as a part of any site-specific FRA
detailed modelling is undertaken to confirm the extent of the Flood Zone 3 plus climate change.
During the Level 1 SFRA, it was determined that there are no modelled outlines of Flood Zone 2 plus
climate change for the whole of Northumberland. The Flood Zone 2 plus climate change flood event
would be greater than the existing Flood Zone 2 outlines. As there are limitations on data, and extensive
uncertainties, in deriving the floodplain for such an extreme event, it is not practical to use a proxy
dataset or make assumptions to produce the Flood Zone 2 plus climate change outline. It is therefore
recommended that a detailed site-specific FRA that examines the location and extent of the Flood Zone
2 plus climate change support any proposed development adjacent to the existing Flood Zone 2.
SuDS Applicability
The SuDS map produced as part of Level 1 SFRA indicated that attenuation systems are applicable for
this area. However, further site investigations are necessary to confirm the local ground conditions and
determine the appropriate SuDS technique as part of any future site specific FRA.
Prospective developers should work closely with the EA, LPA and LLFA to manage surface water run-off
as near to its source as possible. For the PDAs described above, given the ground conditions
attenuation SuDS are likely to be an appropriate technique to manage surface water at individual site
level.
The developer should investigate the use of source control attenuation systems such as green roof,
rainwater harvesting systems and site control attenuation systems such as swales, ponds and detention
basins as appropriate. It should be noted that a wide range of attenuation SuDS techniques are available
which can be adopted depending upon the available space to manage surface water. A site-specific FRA
should assess the most suitable SuDS system to manage surface water for the development based on
the guidance and advice provided within the Level 2 SFRA and the NPPF.
Recommendations
•
If development pressures create a need to develop within areas that are at risk of flooding (i.e.,
Flood Zone 2 and Flood Zone 3), they should incorporate appropriate mitigation measures which
must not increase the risk of flooding to surrounding areas. Careful liaison with the Environment
Agency will be necessary during the design and planning process and it cannot be assumed that the
Environment Agency will not object to development in these areas.
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Policies
•
Where applicable roll back development from the River North Tyne and Hareshaw Burn
watercourses to outside Flood Zone 3a to create ‘blue corridors’ which provide public open space
and recreation areas near watercourses and enhance green infrastructure. Development should not
encroach within 5m of the River North Tyne and Hareshaw Burn, which is the EA by-law distance for
Main Rivers. This would be beneficial both in terms of flood risk and maintenance access;
•
Mixed-use (mixed vulnerability) development that follows the principles of the NPPF sequential
approach should be applied within the area. For example, the proposed residential building uses
should firstly be situated in Flood Zone 1. The remaining ‘less vulnerable’ uses should be located
within Flood Zone 1, then Flood Zone 2 and only when justifiable, Flood Zone 3. This approach can
also be applied within buildings, for example, commercial development located at ground floor level
and residential development above ground floor level in flood risk areas. However, access and
egress must still be made available for residential uses;
•
Surface water flood risk should also inform the site layout, such that ‘highly vulnerable’ development
is avoided in locations that are shown at the greatest risk of pluvial flooding; and
•
For those PDAs which are primarily greenfield, development has the potential to significantly
increase surface water runoff. SuDS should be considered at all stages of the planning and design of
new developments to reduce runoff rates and volumes from the developed PDAs, thus reducing the
resultant flood risk posed to the PDAs and adjacent/downstream areas. Development should, where
reasonably possible, aim to reduce surface water runoff to less than greenfield run off. If this is not
possible then greenfield runoff rates should be achieved by the proposed mitigation measures.
Site-Specific FRA Guidance
•
A site-specific FRA will be required for any development proposed within the area that falls entirely
or partly within Flood Zone 2 and/or Flood Zone 3. For areas that fall within Flood Zone 1, a sitespecific FRA will be required for any development in excess of 1 ha. The FRA will need to consider
surface water management;
•
Maximum fluvial flood levels at the area should be informed by the most up-to-date versions of the
Environment Agency’s hydraulic models of the River North Tyne and Hareshaw Burn;
•
If development within areas designated as Flood Zone 3 including an allowance for climate change
is justifiable, appropriate mitigation and resilience measures should be incorporated both on an
individual property-level (such as flood resilient construction) and at a strategic level (such as
strategic SuDS);
•
The FRA should demonstrate that consideration has been given to the site layout with regards to
flood risk from all sources, in line with the recommendations above (sequential approach to site
layout);
•
The FRA should clearly outline the impacts of a fluvial flood and ensure that the proposed
development does not cause detrimental impacts in the surrounding area;
•
The FRA should consider compensatory flood plain storage here, although that may be difficult;
•
The rates and volumes of post-development surface water runoff should be controlled using suitable
and adequate SuDS techniques. Where possible, the developers should retrofit drainage solutions to
the site with wider benefits to other local areas at risk;
•
The suitability of infiltration SuDS should be informed by site-specific ground investigation (GI)
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works;
•
The residual risks identified above should be adequately investigated and assessed as part of the
FRA and mitigation measures implemented accordingly;
•
A site-specific FRA should consider provision of site access and egress, taking into account any
emergency planning requirements of NCC and the Environment Agency. This is a particularly
pertinent issue for those areas in the valley, where access roads are at risk of flooding;
•
Any sites which contain or are adjacent to Main Rivers must be designed so as to allow access to
the channel for maintenance purposes. This maintenance liability lies with the landowner in the first
instance however the Environment Agency have powers to undertake work where deemed
necessary. Whether these sites are subject to routine EA maintenance, or not, there must be an
access route available; and
•
Developments should aim to mimic existing drainage regimes as closely as possible, and reduce
discharge off site where possible. Development on brownfield land should aim to reduce the runoff
by 50% or greenfield rates for previously undeveloped land.
•
The EA will be publishing new climate change guidance in autumn 2015. The most recent climate
change guidance should be used to inform site specific FRA’s.
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5
SITE-SPECIFIC FLOOD RISK ASSESSMENTS
5.1
Overview
This SFRA does not remove the responsibility of the developer of each site to consider Flood
Risk in a detailed Flood Risk Assessment (using this SFRA as a guide). In accordance with
the PPG:
“A site-specific flood risk assessment is carried out by (or on behalf of) a developer to assess
the flood risk to and from a development site. Where necessary (see footnote 20 in the
National Planning Policy Framework ), the assessment should accompany a planning
application submitted to the local planning authority. The assessment should demonstrate to
the decision-mak er how flood risk will be managed now and over the development’s lifetime,
tak ing climate change into account, and with regard to the vulnerability of its users (see Table
2 – Flood Risk Vulnerability).
The objectives of a site-specific flood risk assessment are to establish:
•
whether a proposed development is likely to be affected by current or future flooding
from any source;
•
whether it will increase flood risk elsewhere;
•
whether the measures proposed to deal with these effects and risks are appropriate;
•
the evidence for the local planning authority to apply (if necessary) the Sequential Test;
and
•
whether the development will be safe and pass the Exception Test, if applicable”.
Regardless of the presence of the SFRA for Northumberland, all developments may need to
be subject to a FRA even if it is to use Flood Risk Standing Advice and complete the
appropriate checklist , in accordance with footnote 20 in the NPPF. These will be reviewed
either by NCC and also the EA depending upon the scale and nature of the proposed
development (see policies and recommendations in Section 4).
th
On the 18 December Department for Communities and Local Government (DCLG) published
a further consultation with proposals to make LLFAs statutory consultees for all major planning
applications with surface water drainage implications in all flood zones. The same consultation
proposes removing the Environment Agency’s statutory role for development on sites greater
th
than 1 ha. Government implemented these changes on 6 April 2015.
5.2
Detailed/Site-Specific Flood Risk Assessment
Where the quality and/or quantity of information for any of the flood sources affecting a site is
insufficient to enable a robust assessment of the flood risks, and/or where the vulnerability of
the proposed development is high further investigation will be required. For example, it is
generally considered inappropriate to base an FRA for a residential care home at risk of
flooding from fluvial sources on Flood Zone maps alone. In such cases, the results of detailed
hydraulic modelling are preferable to ensure details of flooding mechanisms and the onset of
flooding is fully understood and that the proposed development incorporates appropriate
mitigation measures.
Developers should also identify the residual risk as part of a site-specific FRA. Such
assessment should be appropriate to the scale and nature of the proposed development and
flood risk. Should the potential impact be unacceptable, mitigation should be provided.
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At all stages, NCC and where necessary the EA and NWL should be consulted to ensure the
site-specific FRA provides the necessary information to fulfil the requirements for planning
applications.
5.3
Site Vulnerability and Site Layout
The sequential approach should be applied within development sites to locate the most
vulnerable elements of a development in the lowest risk areas e.g. residential developments
should be restricted to areas at low hazard and parking, open space or proposed landscaped
areas can be placed on lower ground with a higher probability of flooding.
Structures such as (bus, bike) shelters, park benches and refuse bins (and associated storage
areas) located in areas with a high flood risk should be flood resilient and be firmly attached to
the ground.
5.4
Building Design
5.4.1
Finished Floor Levels
Where developing in flood risk areas is unavoidable, the most common method of mitigating
flood risk to people, particularly with ‘more vulnerable’ (residential) land uses, is to ensure
habitable floor levels are raised above the 1 in 100 annual probability plus climate change and
600mm freeboard level for the site if at risk of fluvial flood risk and 1 in 200 annual probability
plus climate change and 600mm freeboard level for the site if at risk of tidal flooding.
For ‘Less Vulnerable’ commercial and industrial units, in the first instance the EA look for the
standard 600mm freeboard for finished floor levels (FFLs). However, depending upon the type
of proposal and local ground levels, in certain situations the EA may deviate from the standard
requirement. For example, in situations where it is impractical to raise the FFLs to sufficiently
meet the standard requirement. However, it is strongly recommended that internal access is
provided to upper floors to provide safe refuge in a flood event (it is appreciated that this may
not always be possible in heavily urbanised areas where commercial properties are to be
located underneath privately owned residential accommodation).
Schools and hotels are classed as ‘more vulnerable’ land uses, however it may not be viable
to raise FFLs. Therefore, internal access to higher floors must be provided to give safe refuge
during times of flood.
Further consultation with the EA will be required during the undertaking of any site-specific
FRA. For both ‘less and more vulnerable’ developments where internal access to higher floors
is provided, the associated plans showing this should be included within any site-specific FRA.
In certain situations (e.g. for proposed extensions to buildings with a lower FFL or a
conversion of existing historical structures with limited existing ceiling levels), it could prove
impractical to raise the internal ground floor FFLs to sufficiently meet the general
requirements. In these cases, the EA should be approached to discuss options for a reduction
in the minimum internal ground floor FFLs, providing flood proofing (resilience) measures
(Section 7.2) implemented up to the 1 in 100 annual probability plus climate change flood
level. There are also circumstances where flood proofing (resilience) measures should be
considered first.
It is also advised that local ground levels are profiled to minimise ponding and to channel
surface water runoff away from any development.
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5.5
Surface Water Management
In designing buildings flood risk management policies require that the developments are ‘safe’,
do not increase flood risk elsewhere and where possible reduce flood risk overall.
PPG states that a Level 2 SFRA should identify the need (or not) for an SWMP. It may be
prudent to undertake such studies for primary urban areas of Morpeth, Berwick, Belford,
Ponteland, Hexham, Haltwhistle, Cramlington, Amble and Blyth as identified through the Level
1 SFRA, subject to further assessment of local information and need.
5.5.1
Sustainable Drainage Systems
In accordance with PPG to the NPPF and EA guidance, it is strongly recommend that suitable
surface water mitigation measures are incorporated into any development plans in order to
reduce and manage surface water flood risk to, and posed by the proposed development. This
should ideally be achieved by incorporating SuDS.
SuDS designs should aim to reduce runoff by integrating stormwater controls throughout the
site in small, discrete units. Through effective control of runoff at source, the need for large
flow attenuation and flow control structures should be minimised.
SuDS can be broadly split into two types:
•
Source Control - aims to control runoff at or close to the source e.g. green roofs,
rainwater harvesting; and
•
Site Control - is the management of runoff from several areas e.g. the use of ponds.
In order to identify the most suitable drainage solution, both source and site control measures
should be assessed as part of any site-specific FRA. SuDS measures that may be suitable for
use in NCC area are discussed in more detail below.
As part of any SuDS scheme, consideration should be given to the long-term maintenance of
the SuDS to ensure that it remains functional for the lifetime of the development.
Table 5 1 has been reproduced from the SuDS Manual, CIRIA C697 and outlines typical
SuDS options details typical SuDS components.
Table 5 1: Typical SuDS Components
COMPONENT DESCRIPTION
EXAMPLE
Filter Strips
These are wide, gently sloping areas of grass or other dense
vegetation that treat runoff from adjacent impermeable areas.
Swales
Swales are broad, shallow channels covered by grass or
other suitable vegetation. They are designed to convey
and/or store runoff, and can infiltrate the water into the
ground (if ground conditions allow).
Infiltration Basins
Infiltration basins are depressions in the surface that are
designed to store runoff and infiltrate the water to the ground.
They may also be landscaped to provide aesthetic and
amenity value.
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COMPONENT DESCRIPTION
EXAMPLE
Wet ponds
Wet ponds are basins that have a permanent pool of water
for water quality treatment. They provide temporary storage
for additional storm runoff above the permanent water level.
Wet ponds may provide amenity and wildlife benefits.
Extended Detention Basins
Extended detention basins are normally dry, though they
may have small permanent pools at the inlet and outlet. They
are designed to detain a certain volume of runoff as well as
providing water quality treatment.
Constructed Wetlands
Constructed wetlands are ponds with shallow areas and
wetland vegetation to improve pollutant removal and
enhance wildlife habitat.
Filter Drains and Perforated Pipes
Filter drains are trenches that are filled with permeable
material. Surface water from the edge of paved areas flows
into the trenches, is filtered and conveyed to other parts of
the site. A slotted or perforated pipe may be built into the
base of the trench to collect and convey the water.
Infiltration Devices
Infiltration devices temporarily store runoff from a
development and allow it to percolate into the ground.
Pervious Surfaces
Pervious surfaces allow rainwater to infiltrate through the
surface into an underlying storage layer, where water is
stored before infiltration to the ground, reuse, or release to
surface water.
Green Roofs
Green roofs are systems which cover a building’s roof with
vegetation. They are laid over a drainage layer, with other
layers providing protection, waterproofing and insulation.
Rainwater Harvesting
From roofs into containers, which can be stored either above
or below ground. The stored rainwater can then be re-used
as and when required for every day non-potable uses such
as washing machines and toilets.
Northumberland County Council Flood and Coastal Erosion Risk Management (FCERM) team
is looking to develop a Local SuDS guidance document outlining the requirements for SuDS in
Northumberland. The Local SuDS guidance will set out any requirements specific to
Northumberland which will need to be considered when planning for SuDS, in addition to the
National Standards.
SuDS suitability should be considered at site level and techniques should extend beyond
infiltration.
5.6
Climate Change
Technical Guidance to the NPPF and the PPG include for an increase in the peak rainfall
intensity of up to 30%, as well as increase in peak flows in watercourses of up to 20% within
100 years. This will significantly affect smaller urban catchments, leading to rapid runoff into
and subsequent increased flows within watercourses, surface water flooding, surcharging of
gullies, drains and sewer flooding.
CFMPs have also considered flood risk for the next 50-100 years and have taken into account
the flood risk drivers of climate change, urban development and changes in land use.
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Catchment models and the Modelling and Decision Support Framework (MDSF) software
were used in the CFMP to test sensitivity to the flood risk drivers across the catchments in the
study area.
Sewer and surface water flooding are likely to become more frequent and widespread, unless
investment in the network takes place, under urbanisation and climate change scenarios as
the amount of impermeable surfaces and runoff increase, highlighting the importance of
SuDS.
The location of future urban developments and flood defences within a catchment can heavily
influence flood risk in the area and has the potential to further increase flood risk at areas
downstream of such developments. Impacts include the lowering of the SoP offered by flood
defences and the carrying capacity of culverts, drains, sewers and watercourse channels. This
potentially leads to areas being at risk of flooding that were previously not at risk and
highlights the increasing conflicts and pressures that are emerging between climate change
scenarios and future development aspirations.
The NPPF sets out important objectives in order to tackle climate change, sea level rise and
avoid flood risk. The purpose of design policies should be to ensure that developments are
sustainable, durable and adaptable to natural hazards such as flooding. Following this
guidance, it should be possible to mitigate against increased flood risk through incorporating
‘flood proofing’ measures such as raised finished floor levels into the development design,
and/or development of compensatory storage and flood storage basins.
The Adaptation Strategies for Climate Change in the Urban Environment (ASCCUE) project is
a study undertaken collaboratively by the University of Manchester, The University of Cardiff,
University of Southampton and Oxford Brooks University. The project aimed to further the
understanding of the impacts and risks of climate change on towns and cities through three
‘exposure units’ of human comfort, urban green space and the built environment. One of the
aspects examined was surface water runoff during extreme rainfall events. With an increase in
development, there comes an increase in the amount of impermeable areas thus leading to
increased runoff during storm events. In one of the worst-case modelled scenarios, (large
urban centre), an increase in rainfall of 56% by 2080, led to an increase in runoff of 82%. This
highlights the increasing conflict and pressures that are emerging between climate change
scenarios and future development aspirations.
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6
MITIGATION MEETING THE NPPF EXCEPTION TEST – RESIDUAL RISK MITIGATION
6.1
Residual Risks
Residual risks are those that remain with flood mitigation measures in place. For example,
proposed development areas that are located behind defences are at residual risk of flooding
if those defences fail.
6.2
Flood Resilience and Resistance Measures
Within the design of buildings in areas where the probability of flooding is low or in areas
where flood risk management measures have been put in place, guidance has been outlined
by the Department of Communities and Local Government in ‘Improving the Flood
Performance of New Buildings’ .
A number of measures can be used to manage residual risk including:
•
Use local topography to guide water away from proposed development and into surface
water drainage systems (Section 5.3);
•
Flood resilience and resistance measures such as raising floor levels above the flood
water inundation level (Section 5.4);
•
Use SuDS where possible to reduce runoff rates discharging to local drainage systems
(Section 5.5); and
•
Flood warning and evacuation plans (Section 6.4).
Flood proofing is a technique by which buildings are designed to withstand the effects of
flooding. There are two main categories of flood proofing; dry proofing and wet proofing. Dry
proofing methods are designed to keep water out of the building, and wet proofing methods
are designed to improve the ability of the property to withstand the effects of flooding once the
water has entered the building.
Further guidance is also provided in the CIRIA Research Project 624 ‘Development and Flood
Risk: Guidance for the Construction Industry’ (2004).
Table 6.1 summarises recommendations made within Table A3.6 of the report for flood
proofing measures which can be incorporated within the design of buildings (subject to
compliance with Building Regulations).
Table 6-1 Flood Proofing Options
FEATURE
CONSIDERATIONS TO IMPROVE FLOOD PROOFING
External Walls
Careful consideration of materials: use low permeability
materials to limit water penetration if dry proofing required. Avoid
using timber frame and cavity walls. Consider applying a water
resistant coating. Provide fittings for flood boards or other
temporary barriers across openings in the walls (dry proofing).
Internal Walls
Avoid use of gypsum plaster and plasterboard; use more flood
resistant linings (e.g. hydraulic lime, ceramic tiles). Avoid use of
stud partition walls.
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FEATURE
6.3
CONSIDERATIONS TO IMPROVE FLOOD PROOFING
Floors
Avoid use of chipboard floors. Use concrete floors with
integrated and continuous damp proof membrane and damp
proof course. Solid concrete floors are preferable; if a
suspended floor is to be used, provide facility for drainage of
sub-floor void. Use solid insulation materials.
Fitting, Fixtures and Services
If possible, locate all fittings, fixtures and services above design
flood level. Avoid chipboard and MDF. Consider use of
removable plastic fittings. Use solid doors treated with
waterproof coatings. Avoid using double-glazed window units
that may fill with flood water. Use solid wood staircases. Avoid
fitted carpets. Locate electrical, gas and telephone equipment
and systems above design flood level. Fit anti-flooding devices
to drainage systems.
Emergency Access and Egress
Emergency access and egress is required to enable the evacuation of people from
developments and also to provide the emergency services with access to the development
during times of flood and enable flood defence authorities to carry out any necessary duties
during periods of flood.
An emergency access and egress route is a route that is ‘safe’ for use by occupiers without
the intervention of the emergency services or others. A route can only be completely ‘safe’ in
flood risk terms if it is dry at all times.
For developments located in areas at flood risk the EA consider ‘safe’ access and egress to be
in accordance with ‘FRA Guidance for New Developments FD2320, where the requirements
for safe access and egress from new developments are as follows in order of preference:
•
Safe, dry route for people and vehicles;
•
Safe, dry route for people;
•
If a dry route for people is not possible, a route for people where the flood hazard (in
terms of depth and velocity of flooding) is low and should not cause risk to people; and
•
If a dry route for vehicles is not possible, a route for vehicles where the flood hazard (in
terms of depth and velocity of flooding) is low to permit access for emergency vehicles.
For commercial development (‘less vulnerable’) it is considered that dry access and egress
from the site will be desirable during times of extreme floods. For all new residential
development (‘more vulnerable’), it is considered that dry access and egress will be essential
during times of extreme floods from each residential unit to an area outside of the floodplain.
New properties within a ‘dry island’ of the fluvial floodplain will also require dry access due to
the disruption to essential services (gas, water, etc.) that would be experienced during a flood
event.
It is necessary to ensure that proposed road levels are such that emergency access and
egress routes are maintained or where possible constructed to the 1 in 100 annual probability
plus climate change flood level, as a minimum. This can significantly reduce the risk of the
proposed development becoming inundated by flooding.
Details of how this will be achieved should be clearly described in site-specific FRAs. This
should include:
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Northumberland County Council — Level 2 Strategic Flood Risk Assessment
6.4
•
A review of any detailed river models (where available);
•
A review of flood extents from broadscale modelling; and
•
Comparison of flood extents/levels with local ground levels from topographical survey or
digital elevation models.
Flood Warning and Evacuation Plans
Where developing in flood risk areas is unavoidable, it is recommended that the
owners/occupiers sign up to the ‘Floodline Warnings Direct’ service operated by the EA where
the area is designated to receive flood warnings (EAs website) as a method of mitigating flood
risk to people. Where a particular site lies within an area not currently eligible to receive flood
warnings, it can be registered with the local EA office as an ‘area of interest’ in order to receive
such warnings. The flood warnings are able to be provided by the service via mobile,
telephone, fax or pager.
More detailed information on the likely extent and time scale of these warnings can be
obtained by request from the EA, by their ‘Quickdial’ recorded information service, or via their
website.
For any proposed commercial or industrial developments within a designated floodplain, or
those providing a service to vulnerable groups such as elderly care homes or hospitals, a
system for monitoring flood warnings should be developed with designated responsible
persons able to monitor and disseminate the warnings. This will provide more time to enable
emergency access and egress of staff or residential occupants away from the local area,
which may become flooded during a flood event (including routes for egress) prior to
inundation.
They should also enable sufficient time to implement protection measures for any commercial
goods or personal belongings on site through sealing all external doors to prevent flood inflow
into such buildings as a precaution.
The exact nature of these emergency plans and procedures should be determined from the
results obtained through the detailed FRAs for the individual sites and may be needed in
conjunction with other mitigation measures. The need for, and feasibility of flood warning
systems for a development should be discussed with the FRA.
Where there are exceptional circumstances in which development is allowed, which is reliant
on evacuation NCC will assess whether the proposals are acceptable to their emergency
planners and the local emergency services.
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7
USER FRIENDLY GUIDE TO LEVEL 2 SFRA
7.1
Planning Practice Guidance for Level 2 SFRAs
It is important to be clear that a Level 2 SFRA is not a replacement for site-specific FRAs. Its
purpose is strategic in nature to inform planning and policy decisions to the area in question
within a LPA. There is no clear definition of the scale at which a Level 2 assessment should be
undertaken in PPG. However, in other SFRAs across the country, a Level 2 SFRA has
concentrated on individual towns and settlements or large development or regeneration areas
within a Borough, District or City.
A Level 2 SFRA uses information gathered during a Level 1 SFRA and additional data where
necessary, and concentrates on potential development areas to determine detailed
information on the level of flood risk so that sufficient evidence can be provided for the
Exception Test to be applied.
This continues the hierarchical approach to flood risk defined in PPG and provides LPAs with
more information to ensure that development follows the sequential approach and, if
applicable, to apply the Exception Test and determine possible site layouts and/or policies that
ensure flood risk to new development is minimised.
To address the particular flood risk issues, as identified within the Level 1 SFRA study, that
are specific to the administrative area of NCC, flow charts have been produced (Chart 7-1,
Chart 7-2,Chart 7-3) which highlight what issues a Level 2 SFRA should address and the level
of detail and items of work required for the study to comply with the PPG requirements.
The charts are based on the four main flood sources within the study area (as defined by the
Level 1 SFRA). These include fluvial, tidal, sewer and drainage, pluvial and surface water, and
artificial sources (including reservoirs).
These charts are not exhaustive as to the scope of a Level 2 SFRA. However, they are
considered useful to understand what the general requirements are for a Level 2 SFRA in
different circumstances so that, should the need arise, additional Level 2 studies can be
specified and undertaken in the future, and updates to the Living Document Level 2 SFRA can
be made when necessary.
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Chart 7-1: Specifying where a Level 2 SFRA or more detailed studies are required.
Potential development
area identified
Is area subject to
flood risk as
defined by Level 1
SFRA?
Does area have a
flood risk data gap
identified in Level
1 SFRA?
No
No
Proceed with
allocations process.
Sites within area may
still be subject to FRA.
Yes
Yes
Area previously identified
for possible
development.
Hybrid Approach to be
followed.
No
Sequential
Test applied
yet?
No
Identify alternative
area for development
and restart process.
Yes
No
Exception
Test
required?
Yes
Proceed to specify Level 2
SFRA requirements.
‘Hybrid’ Approach
Proceed to specify Detailed
Study requirements.
Sequential
Test passed?
Sequential
Test passed?
No
Specify Site-specific
FRA following FRA
guidance from EA and
Level 1 SFRA.
Yes
No
Exception
Test
required?
Yes
Using Level 2 study, apply
Exception Test to
development allocation.
Using more detailed study,
apply Exception Test to
development allocation.
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Northumberland County Council — Level 2 Strategic Flood Risk Assessment
Chart 7-2: Specifying the requirements of a Level 2 SFRA or more detailed study for Fluvial and Pluvial sources of flooding.
Specification for Level 2
SFRA or more detailed
study
Identify flood sources to area as
identified in Level 1 SFRA (see Chart 12)
Utilise existing
EA detailed
modelling.
Topographic river
and floodplain
survey (LiDAR).
Include possible
defences.
NFCDD & EA
consultation.
Site visits and
walkovers.
Fluvial Sources
Pluvial & Surface
Water Sources
Define & refine
undefended flood
risk area with 1D
river modelling and
2D floodplain
modelling.
Define drainage
catchments,
sinks and areas
liable to potential
ponding using
GIS.
Determine probabilities,
frequencies and depth of
flooding.
Identify flood defences
(purpose built &
natural) define
defended area &
determine SOS using
modelling. Assess
condition of defences.
DTM (e.g. LiDAR)
taking into
account buildings
Identify flood flow
routes assuming
drainage system is
overloaded and
ground is fully
saturated using 2D
modelling.
Determine probabilities,
frequencies and locations
of potential overland
flooding.
Determine probabilities,
frequencies and locations
of potential overtopping or
breaches in defences.
Define
consequences of
overtopping or
breaching of
defences using 2D
modelling.
Determine depths,
velocities and rate and
onset of flooding in area.
Create flood hazard
mapping.
Assess residual risks and
create Site-specific FRA
requirements.
Include: Finished floor
levels, access and egress
routes, building resilience,
flood warning and flood
action plans.
If applicable, use to apply
exception test. Use to
inform sequential
approach to area layout
with regards to
development vulnerability.
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Chart 7-3: Specifying the requirements of a Level 2 SFRA or more detailed study for Sewer and Artificial sources of flooding.
Specification for more
detailed Level 2 SFRA
Identify flood sources to
area as identified in
Level 1 SFRA.
Use existing utility
company sewer
records and
modelling (if
available).
Sewer &
Drainage
Sources
Identify public sewer
and drainage
network. Define
drainage areas.
Topographic
survey if
necessary
(manhole cover
levels, pipe invert
levels, sizes and
gradient). DTM
(e.g. LiDAR).
Taking into
account buildings.
Determine probabilities,
frequencies and depth of
flooding if sewer emergence
occurs. Examine effects of
downstream boundaries (e.g.
discharge to rivers under
elevated conditions).
Identify surface
flood flow routes
using 2D
modelling.
Determine depths,
velocities and rate and
onset of flooding in area.
Create flood hazard maps.
Assess residual risks and
create Site-specific FRA
requirements.
Artificial
Sources
Use historical
data, consult with
asset owner (e.g.
BW, YW), use
any existing
modelling (if
available).
Identify flood risk
from artificial
source.
Identify condition
of any raised
assets and
determine flood
SOS using
modelling.
NFCDD & EA
consultation.
Determine probabilities,
frequencies and locations
of potential overtopping or
breaches in artificial
assets.
Define
consequences of
overtopping or
breaching of
defences using 2D
modelling.
Include: Finished floor
levels, access and egress
routes, building resilience,
flood warning and flood
action plans.
If applicable, use to apply
exception test. Use to
inform sequential
approach to area layout
with regards to
development vulnerability.
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8
CONCLUSIONS AND RECOMMENDATIONS
To ensure a holistic approach to flood risk management and make sure that flooding is taken
into account at all stages of the planning process, the findings of this report should be
incorporated into the emerging LDF for NCC and read in conjunction with the Level 1 SFRA.
However, it should be noted that at the time of undertaking the Level 1 SFRA the EA data
available to delineate functional floodplain in tidal areas and behind defences was limited. It
was agreed with the EA that the limitations in data be updated at a later stage as appropriate
in Level 2 SFRA (where necessary), EA Strategic Flood Risk Mapping (SFRM) study, or sitespecific FRAs. The Level 2 SFRA therefore has been undertaken using the updated data to
assess the PDAs considered in Section 4.
In accordance with the NPPF, a specific policy on flood risk should be included in the Final
NCC Core Strategy to ensure that:
•
Development is located in the lowest flood risk areas;
•
New development is flood-proofed to a satisfactory degree and does not increase flood
risk elsewhere; and
•
Surface water is managed effectively on site.
Recommendations and policies have been presented for each of the individual areas within
Northumberland in Section 4.
PPG states that a Level 2 SFRA should identify the need (or not) for an SWMP. It may be
prudent to undertake such studies for primary urban areas of Morpeth, Berwick, Belford,
Ponteland, Hexham, Haltwhistle, Cramlington, Amble and Blyth, subject to further assessment
of local information and need.
The NCC SFRA has been completed in accordance with the NPPF, Technical Guidance to the
NPPF and the current guidance outlined in the PPG. The SFRA has been developed by
building heavily upon existing knowledge with respect to flood risk within the study area.
These documents have an intended lifespan of 6-10 years. Therefore it should be noted that
although up-to date at the time of production, the SFRA has a finite lifespan and should
potentially be updated or revised as required by the LPA. As a result, it is recommended that
the SFRA be adopted as a ‘Living’ document and should be reviewed regularly and, if
necessary, updated with new flood risk or planning policy data.
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Northumberland County Council — Level 2 Strategic Flood Risk Assessment
APPENDIX A
Data
source
number
Data
Provider
Author
Received
Priority
Data Received
Ordnance Survey Mapping of Northumberland Study Area 1:250,000, 1:50,000 and 1:10,000 Scale and mastermap if available
NCC
Ordnance Survey

High
22/06/2009
LiDAR for whole area
EA
Geomatics

Medium
08/04/2014
SFRA 2
SFRAs - All previously completed SFRAs (draft or final) and GIS
layers of associated maps
NCC

Low
Word,excel
SFRA 2
Northumberland PFRA
NCC
Northumberland County
Council

Medium
08/04/2014
5
Word, Excel,
GIS
SFRA 2
Any core strategies for specific areas within Northumberland
NCC
Northumberland County
Council

Low
01/06/2014
6
Word,excel
SFRA 2
North East of England Plan - Regional Spatial Strategy to 2021 (July
2008)
GONE

Low
05/05/2008
7
Word,excel
SFRA 2
Northumberland LDF Documents and Supporting Studies (Various)
NCC
Government Office for the
North East of England
Northumberland County
Council

High
05/05/2008
8
Word, excel
SFRA 2
S19s undertaken in the area
NCC
Northumberland County
Council

Low
01/06/2014
9
ArcGIS/MapInfo
SFRA 2/WCS
EA
Environment Agency

High
17/06/2009
10
ArcGIS/MapInfo
SFRA 2
EA
Environment Agency

High
17/06/2009
ArcGIS/MapInfo
SFRA 2/WCS
EA
Environment Agency

High
22/06/2009
12
ArcGIS/MapInfo
SFRA 2
EA
Environment Agency

Medium
17/06/2009
13
ArcGIS/MapInfo
SFRA 2
BGS 50k Permeability Maps - To help ID suitability of SuDS and
potentially ID GW Flooding
BGS
British Geological Survey

Medium
08/04/2014
14
ArcGIS/MapInfo
SFRA 2
BGS 50k Maps - Solid/superficially and drift geology maps
BGS
British Geological Survey

Medium
08/04/2014
15
ArcGIS/MapInfo
SFRA 2
Flood Warning Areas - To identify areas that receive a flood warning
EA
Environment Agency

High
18/06/2009
16
ArcGIS/MapInfo
SFRA 2
EA ABD Maps - Areas Benefitting from Defences outlines
EA
Environment Agency

High
17/06/2009
17
ArcGIS/MapInfo
SFRA 2
GIS outputs for NFCDD for County to identify defences and assess
SOP
EA
Environment Agency

High
17/06/2009
18
ArcGIS/MapInfo
SFRA 2
Updated historical flooding maps in GIS format
EA/NCC
Environment
Agency/Northumberland
County Council

High
10/09/2009
Data Type
WCS/SFRA
1
ArcGIS/MapInfo
SFRA 2/WCS
2
GIS
SFRA 2/WCS
3
Word,excel, GIS
4
11
Data Description
EA Modelled Flood Outlines - 1:20yr/1:25yr 1:100yr, 1:1000yr +
Climate Change Runs for modelled rivers
EA Coastal Inundation Mapping - 1:20yr/ 1:25yr 1:100 yr 1:1000 yr +
Climate Change for modelled areas
EA Groundwater Vulnerability Map - To help ID suitability of SuDS
and potentially ID GW Flooding
Updated Areas Susceptible to Surface Water Flooding Maps
Northumberland County
Council
Various
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Data
source
number
Data Type
WCS/SFRA
19
ArcGIS/MapInfo
SFRA 2/WCS
20
Word,excel
SFRA 2
21
Word,excel
SFRA 2
List and map of non- designated wildlife sites including short
description/ citation
Draft Northumbria River Basin Management Plan
22
Word,excel
SFRA 2
Draft Solway Tweed River Basin Management Pan
23
Word,excel
SFRA 2
24
Word,excel
SFRA 2
25
Word,excel
SFRA 2
26
Word,excel
SFRA 2
27
Word,excel
SFRA 2
28
Word,excel
SFRA 2
29
Word,excel
SFRA 2
30
ArcGIS/MapInfo
WCS/ SFRA 2
The Till Catchment Abstraction Management Strategy (March 2008)
The Tyne Catchment Abstraction Management Strategy (March
2005)
Northumberland Rivers Catchment Abstraction Management Strategy
Annual Update (March 2008)
Tweed Catchment Management Plan (November 2003)
The DRAFT Water Cycle Study Manual - Guidance on How to Carry
Out a Water Cycle Study (2008)
Northumberland Water Draft Water Resources Management Plan
(April 2008)
Northumbrian Water Draft Water Resources Management Plan Statement of Consultation (January 2009)
Predictive Sewer and Drainage Flooding - Areas where flooding could
occur due to capacity issues and climate change
31
ArcGIS/MapInfo
SFRA 2
Canals - To identify a potential source of flooding
32
ArcGIS/MapInfo
SFRA 2
Urban Area GIS layers for whole County
NCC
33
ArcGIS/MapInfo
SFRA 2
Main Transport Routes - Main Roads, rail, airports etc - ID where
critical transport links may be affected by flooding
NCC
34
ArcGIS/MapInfo
SFRA 2
Northumberland National Park Boundary
NCC
35
ArcGIS/MapInfo,
excel, word
County Boundary/District Boundaries (former)
Data
Provider
Author
Received
Priority
Data Received
NCC
Northumberland County
Council

High
19/06/2009
NE
Natural England

Medium
28/05/2009
EA

Low
05/05/2008

Low
05/05/2008
EA
Environment Agency
Environment Agency/
SEPA
Environment Agency

Low
05/05/2008
EA
Environment Agency

Low
05/05/2008
EA
Environment Agency

Low
05/05/2008
TF
Tweed Forum

Low
05/05/2008
EA
Environment Agency

Low
05/05/2008
NWL
Northumbrian Water

Low
05/05/2008
NWL
Northumbrian Water

Low
05/05/2008
Northumbrian Water
Limited
Northumberland County
Council/ British Waterways

Medium
01/06/2014

Medium
01/06/2014
Northumberland County
Council
Northumberland County
Council
Northumberland County
Council

Medium
01/06/2014

Medium
01/06/2014

Medium
01/06/2014

Medium
10/08/2009
Northumbrian Water
Limited
Environment Agency
Northumbrian Water
Limited

Medium
01/06/2014

Medium
11/06/2009

Medium
01/06/2014
Northumbrian Water
Limited

Medium
01/06/2014
EA/SEPA
NWL
NCC/BW
SFRA 2
Historical Sewer and Drainage Flooding (DG5 records) - To Identify
where historical "hot spots" of flooding have occurred . Any known
problem locations for the existing sewer and water network particularly subcatchments containing development areas
WwTW and Water Treatment Works locations, WwTW outfalls and
catchment areas
Raw Water Abstraction License and limits including Locations
Any
SFRA 2
Any planned works in the area
NWL
excel
All
Drainage areas which have models available
NWL
37
ArcGIS/MapInfo,
excel
Word,excel
38
39
36
Data Description
WCS/ SFRA 2
WCS/ SFRA 2
NWL
NWL
EA
Northumbrian Water
Limited/Northumberland
County Council
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Northumberland County Council — Level 2 Strategic Flood Risk Assessment
APPENDIX B
As part of the work on the Northumberland Core Strategy, the Council is at the early stages in the evidence
base gathering process. Therefore, following completion of the Level 1 SFRA, NCC has identified a limited
number of locations to be further evaluated in the Level 2 SFRA. These locations are named as Potential
Development Areas (PDAs) and have been identified as particular locations at flood risk in the Level 1
SFRA. This appendix shows the locations of all of the PDAs. The locations that were identified that fall in
Flood Zone 1 have not been considered for further evaluation, as these would not be subjected to the
sequential test under the NPPF. Please see Section 4 for further information on the PDAs that fall in Flood
Zone 2 and 3 and which have been subject to assessment through the SFRA Level 2 assessment.
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0
Alnwick
0.3
0.6
1.2 Miles
North West
Alnwick
North East (300)
East of Swansfield Park (250)
A03
A13
A17
Housing location alternatives
Employment location alternatives
South (270)
Employment sites with capacity
and/or held for expansion
Mixed use location alternative
Built up areas
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
A06, A13
A06
A18
A15, A17, A18, A19
A19
A15
5ha
´
0
Amble
0.35
0.7
1.4 Miles
127
Amble
West (740)
A08
South east (740)
South west (740)
High Hauxley
Housing location alternatives
Other large housing sites
Employment sites with capacity
and/or held for expansion
County Boundary
Built up areas
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
´
0
Ashington
0.5
1
2 Miles
Housing location alternatives
Employment sites with capacity
and/or held for expansion
Other large housing sites
Built up areas
Green Belt
ABT Line option
F11
F10
West (780)
North east (1,370)
104
110
Ashington
F01
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
F02 and F12
´
0
Bedlington
Housing location alternatives
Other large housing sites
0.35
0.7
1.4 Miles
´
Choppington (310)
Employment sites with capacity
and/or held for expansion
North East (510)
F04
Built up areas
Green Belt
180
North (860)
Bedlington Station
W & SW (550)
Bedlington
C03 and C02
103
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
Bebside (840 hsg)
(5ha employ)
Belford
0
0.25
0.5
1 Miles
B01
Belford
South West (300)
Housing location alternatives
Employment sites with capacity
and/or held for expansion
Built up areas
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
´
0
Bellingham
West (100)
0.15
0.3
Adjacent Auction Mart (100)
E02
Bellingham
South (65)
Housing location alternatives
Employment sites with capacity
and/or held for expansion
Built up areas
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
0.6 Miles
´
0
Berwick -upon-Tweed
0.5
1
B12
North West (300)
Berwick-upon-Tweed
Tweedmouth
B04
Housing location alternatives
South of Tweed (270)
Other large housing sites
B03
Employment location alternatives
B03
Employment sites with capacity
and/or held for expansion
County Boundary
Built up areas
South of East Ord (650)
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
Tweed Grove (450) 150
2 Miles
´
0
Blyth and BEREZ
0.5
1
2 Miles
Housing location alternatives
Employment
location
alternatives
South east
(250)
Employment
sites with capacity
South
west (180)
N Cambois (450)
F18
and/or held for expansion
0
BEREZ
Mixed use location alternative
Choppington (310)
County Boundary
F04
Built up areas
Green Belt
North (860)
180
North east (510)
Alnwick
Blyth Enterprise Renewable Energy Zone
W & SW (550)
C03 and C02
Bates (257)
0
103
Commissioner's Quay
Bebside (840 hsg)
(5ha employ)
West (690)
A13
A17
Wellesley (390)
A18
A06
C24
C07, C11, C17-C22
E Hartford (1,660)
West (5ha)
SW (1,075)
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
A19
A15
´
Corbridge
0
0.2
0.4
0.8 Miles
North North East (200)
North (260)
North East (36)
Corbridge
Housing location alternatives
Potential Green Belt Review
County Boundary
Built up areas
Green Belt
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
East (300)
´
0
Cramlington
0.5
1
´
2 Miles
Housing location alternatives
SW (1,075)
Other large housing sites
Employment location alternatives
Mixed use location alternative
Built up areas
Green Belt
E Hartford (1,660)
C24
Employment sites with capacity
and/or held for expansion
C11
C17
C20
C19
C18
West (5ha)
C07, C11, C17-C22
C21
C22
C07
Town Ctr N (300 hsg)
120
Cramlington
SW Sector (4,000)
SE (2,470 hsg)
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
C10
Guidepost, Choppington and Stakeford
0
0.3
0.6
1.2 Miles
Housing location alternatives
Employment sites with capacity
and/or held for expansion
Built up areas
Green Belt
Stakeford
Guidepost
South east (250)
South west (180)
Choppington
Choppington (310)
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
F04
´
Haltwhistle
0
0.25
0.5
1 Miles
North (220)
Haltwhistle
West (340)
Housing location alternatives
Employment capacity and/or held for expansion
Built up areas
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
E03
´
Haydon Bridge
0
0.15
0.3
Haydon Bridge
West (80)
South East (80)
South West (75)
Housing location alternatives
Built up areas
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
0.6 Miles
´
0
Hexham
0.5
1
2 Miles
North (2 ha)
North (300)
West (900 units hsg & 2ha employ
E20
Hexham
Housing location alternatives
Employment sites with capacity
and/or held for expansion
Employment location alternatives
South West (400)
Mixed use location alternative
Potential Green Belt Review
Built up areas
Green Belt
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
E08
8ha
East (275)
´
0
Morpeth
0.5
1
2 Miles
East of Fairmoor (250)
Fairmoor
18 ha
Pegswood
North (1000)
West (800 hsg, 9 ha employ)
North East (430 housing, 9 ha employ)
Morpeth
Mitford
D02
Housing location alternatives
South East (360)
Employment location alternatives
Employment sites with capacity
and/or held for expansion
Mixed use location alternative
Built up areas
D04
Green Belt
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
South West (450)
Hepscott
´
Newbiggin by the Sea
0
0.35
0.7
Housing location alternatives
County Boundary
Built up areas
ABT Line option
NW (300)
North (210)
Central
North east (1,370)
Ashington
Newbiggin by the Sea
SW (100)
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
1.4 Miles
´
0
Ponteland and Darras Hall
Housing location alternatives
Employment sites with capacity
and/or held for expansion
Mixed use location alternative
0.5
1
2 Miles
North West (300)
Potential Green Belt Review
West (850)
County Boundary
East
Built up areas
Green Belt
North of Darras Hall (850)
South East (600 hsg, 3ha employ)
Darras Hall
West of Darras Hall (850)
180
Medburn
South of Darras Hall (850)
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
Prestwick
Airport
´
0
Prudhoe
0.5
1
2 Miles
Housing location alternatives
Other large housing sites
Employment location alternatives
Wylam
Employment sites with capacity
and/or held for expansion
Mixed use location alternative
Potential Green Belt Review
County Boundary
Built up areas
Ovingham
Green Belt
E12
100
150
Prudhoe
West of Low Prudhoe (5ha)
Central
Mickley Square
West (400)
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
South East (450)
´
Rothbury
0
0.25
0.5
1 Miles
North East
Rothbury
South East
Housing location alternatives
Built up areas
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
´
0
Seahouses
0.2
0.4
0.8 Miles
Housing location alternatives
Employment sites with capacity
and/or held for expansion
County Boundary
Built up areas
North West (200)
Seahouses
B05
South
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
South East
´
S e a t o n Va l l e y
0
0.375
0.75
1.5 Miles
Housing location alternatives
Employment sites with capacity
and/or held for expansion
North East (213)
Potential Green Belt Review
New Hartley
Built up areas
Green Belt
N of Wheatfields (430)
Wheatfields (190)
SE (2,470 hsg)
North west (160)
C12
Wheatridge (285)
N of A190 (200)
Seaton Delaval
C13
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
NE of Holywell (900)
´
Wooler
0
North West (380)
0.25
0.5
North East (200)
B11
Wooler
East 380
Housing location alternatives
Employment sites with capacity
and/or held for expansion
Mixed use location alternative
County Boundary
Built up areas
© Crown copyright and database rights [2013] Ordnance Survey [100049048]
© Local Government Information House Limited copyright and database rights [2013] [100049048]
1 Miles
´
Northumberland County Council — Level 2 Strategic Flood Risk Assessment
APPENDIX C
This appendix includes a high level assessment of fluvial/ tidal, surface water and artificial (reservoir)
flooding for all potential development locations.
The following section evaluates the PDA’s against the following categories:
•
•
•
•
•
•
•
•
•
Existing use and topography;
Proposed use and vulnerability;
Sources of flooding (rivers/sea, surface water, groundwater, sewers and artificial sources);
Flood defence infrastructure;
Residual flood risks;
Climate change;
SuDS applicability;
Recommendations and policies; and
Site Specific FRA guidance.
Please see section 4 for more details.
FINAL
October 2015
SHLAA Ref.
Area (km2)
X Coord
Y Coord
1
2
6
24.94
0.59
0.07
426128
426950
426878
603388 South-East of Coquet High School
603708 Adjacent Southmead, Coquet Industrial Estate
603639 Adj E entrance, Coquet Industrial Estate
Amble
Amble
Amble
9
10
2.24
0.15
426826
426524
603348 Field roundabout to sewage works Coquet Ind.Est.
603935 Adj PEC Furniture, Coquet Ind.Est.
Amble
Amble
11
12
13
14
15
17
22
23
24
25
26
28
31
32
33
34
35
0.54
1.39
2.38
0.87
19.38
5.04
10.98
2.18
0.66
13.64
1.77
0.42
0.93
0.10
4.56
0.55
1.42
426454
426453
425783
425751
425478
417658
426606
424528
424564
419820
406458
406154
405766
405748
406224
418216
418218
603854
604010
604356
604463
604234
613304
603210
610918
610753
608472
601976
601550
601920
601816
601928
613964
613841
37
38
40
42
44
45
46
48
49
52
53
54
55
59
60
61
62
63
65
66
67
68
69
70
72
73
74
75
76
77
79
81
83
90
91
92
2.74
21.42
9.13
3.59
9.38
7.31
8.70
3.14
1.16
6.04
10.81
4.50
1.38
38.93
1.23
0.34
0.26
0.15
0.20
0.20
0.74
0.33
1.10
13.96
0.14
0.11
0.58
0.12
0.19
0.12
0.26
0.23
1.29
1.33
2.21
3.86
418280
420058
418960
418786
424158
423463
423544
421055
416595
424659
424243
420056
421278
424248
424979
424838
411407
410067
410616
410716
410872
413056
405595
412686
398835
398960
399034
417087
417050
416758
416648
416429
416204
423969
423270
404386
612851
612995
611791
600992
615199
611911
611319
618573
620296
606508
605152
612473
623288
622251
619820
620020
619192
619789
619615
619446
619420
602113
602090
601241
607623
607620
607569
605203
605183
603659
603583
603199
603450
624703
626119
601591
Address
Opposite Marks Bridge, Coquet Industrial Estate
Rear 1-40 Lindisfarne Road, Coquet Ind.Est.
Land at Gloster Hill Farm - Site 2
Land at Gloster Hill Farm - Site 1
Field East of former bypass proposal
Land West of Barresdale
Land NW of Hauxley Moorhouse Farm
North-East of Alnmouth Boys Club
West of the Friary of St. Francis
South of Shilbottle
North of Knocklaw Cottage
North of Jubilee Cottage (Mart Field)
Rothbury County First School
Adj Providence Lane
Whitton View
Land West to the Kennels
Land NW of St Michael's Church
Land SW of St John's First School (Willoughby's
Bank)
Land East of Allerburn Lea
Land South of Rugby Ground
NE of Cemetry
W of Burnside
West of Dukes Ryde
NW of Hipsburn County First school
NW of the Old School
NE of St James's Church
East of Hermitage Farm
South of Old Barns
South of Ravensmount
North of Station House
Farm buildings at Dunstan Steads
South of "Annbry" house
South of Dunstan Hall
West of Eglingham Terrace
Buildings at Cockhall
West of Walkmill
East of the Church of St. Maurice
South of War Memorial
Land North of Moorside, Farm Park
North East Ballachan House
East of Roseworth Cottage
West of Whitridge
NE of the Farmhouse
SE of Heron Close
South of Fairlawns
South of Skyline
2 Kenmore Road
West of the Larches
West of Lislewood
East of the Golf Course
NW of Coastguard Cottages
NW of Link House Farm
SW of Anton's Letch
Area
Amble
Amble
Amble
Amble
Amble
Alnwick
Amble
Alnmouth
Alnmouth
Shilbottle
Rothbury
Rothbury
Rothbury
Rothbury
Rothbury
Alnwick
Alnwick
Alnwick
Alnwick
Alnwick
Felton
Longhoughton
Lesbury
Hipsburn
Rennington
South Charlton
Warkworth
Warkworth
Alnwick
Christon Bank
Not in a Settlement
Dunstan
Dunstan
Eglingham
Not in a Settlement
Eglingham
Eglingham
Eglingham
Not in a Settlement
Rothbury
Longframlington
Netherton
Netherton
Netherton
Newton on the Moor
Newton on the Moor
Swarland
Swarland
Swarland
Swarland
Newton by the Sea
Not in a Settlement
Rothbury
Surface Water Flooding (uFMfSW)
Fluvial Flooding
Artficial Flooding
30 year
100 year
1000 year
FZ2
FZ3a
FZ3b
yes
no
yes
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
no
yes
yes
yes
no
yes
yes
no
yes
yes
no
yes
yes
yes
yes
yes
no
yes
yes
yes
no
yes
yes
no
yes
yes
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
yes
yes
no
yes
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
yes
no
no
no
yes
no
yes
no
no
no
no
no
no
yes
yes
no
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
yes
no
yes
yes
yes
yes
yes
no
no
no
no
no
yes
yes
yes
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
yes
no
yes
yes
yes
yes
yes
no
no
no
no
no
yes
yes
yes
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
Bedrock Permeability
Superficial Permeability
Aquifer
Classification
Maximum
Minimum
Maximum
Minimum
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
Moderate
High
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_HU
High
High
High
High
High
High
Moderate
High
High
High
High
High
High
High
High
High
Very High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
Very High
Very High
High
Very High
Low
Very High
Very High
Very High
High
High
Low
Low
Low
Low
Low
Low
Low
High
High
Low
Moderate
Low
Moderate
Moderate
Moderate
Very Low
Low
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_HU
MINOR_H2
MINOR_H2
MINOR_L
MAJOR_H1
MINOR_HU
MAJOR_HU
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_H2
High
Very High
Very High
Moderate
High
High
High
High
Very High
High
High
Very High
High
High
Very High
Very High
High
High
High
High
High
High
High
Very High
High
High
High
Very High
Very High
Moderate
Moderate
Moderate
Moderate
Low
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Moderate
High
Moderate
Moderate
Moderate
High
High
Low
Low
Low
Low
Low
Low
Moderate
High
Very High
High
Very High
High
High
High
High
High
High
Low
Very High
High
High
High
High
High
High
High
High
High
Low
Very High
Low
High
High
High
Low
Low
Low
Low
Low
Low
High
High
Low
Low
High
Low
High
Low
Low
Low
Low
Low
Low
Low
High
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Very Low
Very Low
Very Low
Low
Low
Low
Low
Low
Low
Low
High
Low
MINOR_HU
MINOR_H2
MINOR_HU
MINOR_H2
MINOR_L
MINOR_H2
MINOR_H2
MINOR_L
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_L
MINOR_H2
MINOR_I1
MINOR_L
MAJOR_L
MAJOR_I1
MAJOR_H2
MAJOR_H2
MAJOR_H1
MINOR_L
MAJOR_HU
MINOR_L
MINOR_H1
MINOR_H1
MINOR_H1
MINOR_I1
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_H1
MAJOR_H3
97
98
99
100
104
105
106
107
109
111
112
113
114
115
116
117
118
119
122
123
124
125
126
127
128
129
130
131
133
135
136
137
139
140
141
142
144
145
146
147
148
149
150
151
152
154
155
156
157
158
159
0.36
0.71
1.82
6.69
9.02
0.19
0.04
0.22
10.54
0.82
0.12
0.04
0.24
2.03
0.40
0.47
3.17
3.58
0.63
0.65
0.43
0.06
0.51
0.07
3.71
0.11
13.80
13.67
0.35
1.10
26.09
0.15
0.73
0.69
0.11
0.25
1.83
4.99
8.20
1.56
0.37
0.21
4.13
0.61
3.37
3.86
0.46
14.02
0.15
0.27
0.48
406491
406230
406192
420091
425102
424712
403590
423727
425076
423437
406510
406573
406832
408912
407101
406538
406596
422822
422955
421194
421232
421458
421535
418411
418667
406732
406656
406748
406900
428089
406140
406021
406056
406102
406155
423628
427167
426238
427210
426769
423062
418564
422796
423058
423193
412961
413170
424692
395765
418463
416321
601870
601080
601699
608780
601720
601646
601025
605119
606247
605095
611872
611817
612014
612204
611795
611844
611692
623014
623073
622843
623103
623023
623003
600360
600742
614415
614617
614228
614584
603091
615923
616553
616640
616719
616483
611804
603867
604584
603728
604744
622548
600453
622617
622371
622247
601500
600683
601804
603845
600621
603787
NE of Knocklaw Cottages
SW of Malin
Land around the Auction Mart
East of Haven Meadows
NE of the Sewage Works (duplicates A162)
North of Togston Court
NE of Routing Burn
East of Heather Leazes
East of Cemetery
West of Heather Leazes
South of Village Farm Cottage
South of Village Farm Cottage b)
East of Whittingham C of E First School
East of Bridge of Aln Hotel
SW of Castle Inn
South of Village Farm Cottage c)
West of Treetops
SE of Fieldholme
East of Fieldholme
SW of Mountview
NW of Church
North of Eastfield
East of Trebor
East of Stable Cottages
East of Felton C of E Controlled First School
SW of Birling House
North of Old School
South of Old School
West of Heather Cottage
East of The Orchard
NW of Greenfield Cottage
North of Branton Manse
East of Coquet Cottage
North of Football Ground
SE of South Hedgeley Cottages
NW of St Mary's Church
Land at Dandsfield Square
Land at the Gut North of Queen Street
Land S of Dandsfield Square
The Harbour
N of Holy Trinity Church
North of Coquet Vale
West of Station Road Bangla to Hart Hope
S of Embleton Tower and N of B1339
S and W of playing field and Braeside
N of Embleton Hall a)
Land to rear of Longacre House
North of Togston
Burnside Cottage
Adjacent 62 Main Street
Adjacent to 5 Percy Drive
160
163
164
167
168
169
43.09
7.45
1.29
0.19
2.01
0.32
427941
428331
421111
420173
417154
423443
603497
602879
622698
612718
605142
606808
NW of High Hauxley & S of New Park Caravan Site
NW of Low Hauxley and S of Hauxley Lane
SW of Springfield View
NE of Thornhill, Alnmouth Road
Land S of Hudsons Croft
Warkworth Station
175
177
180
181
0.10
0.59
0.67
0.31
416288
407148
416300
424016
603873
614421
603054
614902
Ferny Bank, land east of 4 Percy Drive, Swarland
Land East of Alndale Hall
18 Park Road
Goods Yard
Rothbury
Rothbury
Rothbury
Shilbottle
Togston
Togston
Not in a Settlement
Warkworth
Not in a Settlement
Not in a Settlement
Whittingham
Whittingham
Whittingham
Not in a Settlement
Whittingham
Whittingham
Whittingham
Embleton
Embleton
Christon Bank
Christon Bank
Christon Bank
Christon Bank
Felton
Felton
Glanton
Glanton
Glanton
Glanton
High Hauxley
Not in a Settlement
Powburn
Powburn
Powburn
Powburn
Lesbury
Amble
Amble
Amble
Amble
Embleton
Felton
Embleton
Embleton
Embleton
Longframlington
Longframlington
Togston
Sharperton
Felton
Swarland
High Hauxley
Not in a Settlement
Christon Bank
Alnwick
Newton on the Moor
Not in a Settlement
Swarland
Glanton
Swarland
Not in a Settlement
no
no
no
no
yes
no
yes
no
yes
no
no
no
no
yes
no
yes
yes
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
yes
yes
yes
no
yes
no
yes
yes
yes
yes
no
no
yes
yes
no
yes
no
yes
yes
no
no
no
no
yes
yes
yes
no
yes
no
yes
yes
no
no
no
yes
yes
yes
yes
yes
no
yes
yes
yes
no
yes
yes
no
no
yes
no
no
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
no
no
yes
yes
yes
yes
yes
yes
yes
yes
no
no
no
yes
yes
yes
no
yes
no
yes
yes
no
no
no
yes
yes
yes
yes
yes
no
yes
yes
yes
no
yes
yes
no
no
yes
no
no
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
no
no
yes
yes
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
yes
yes
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
yes
yes
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
yes
no
no
no
no
yes
no
no
yes
no
yes
no
no
yes
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
High
High
High
High
Moderate
High
Moderate
High
Moderate
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
Moderate
High
High
High
High
Moderate
High
High
High
High
High
High
Moderate
High
Moderate
High
High
Moderate
High
High
Low
Moderate
Moderate
Moderate
High
Moderate
Moderate
Low
Moderate
Low
Low
Moderate
Low
Low
Low
Low
Low
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Moderate
Moderate
Low
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Very High
Low
Very High
High
Low
Low
Low
Low
High
High
Very High
High
Very High
High
High
High
High
High
High
High
High
High
High
Low
Very High
High
High
High
High
High
High
High
High
High
High
High
Low
Moderate
Low
Moderate
High
Low
High
High
High
Low
Low
Low
High
Very High
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Low
Very Low
High
Low
High
Low
Low
Low
Low
Very Low
Low
Low
Low
Low
Low
Low
High
Low
Low
Low
Low
Low
Low
High
High
High
Very Low
Low
Low
Very Low
Low
Very Low
Low
Low
Low
Very Low
Very Low
Low
Low
Low
Low
High
Low
MINOR_H1
MAJOR_H2
MINOR_HU
MINOR_H2
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_H1
MINOR_H1
MINOR_H1
MINOR_H1
MINOR_I1
MINOR_H1
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_H3
MINOR_H2
MINOR_H2
MINOR_H2
MINOR_H2
MINOR_H2
MINOR_H2
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_H2
MINOR_H3
MINOR_H2
MINOR_L
Moderate
Moderate
High
Very High
Very High
High
Low
Low
Low
Low
High
Low
High
High
High
Very High
Low
High
High
High
Low
High
Low
Low
MINOR_L
MINOR_H2
MINOR_L
MINOR_HU
MINOR_I1
MINOR_I1
Moderate
High
Moderate
High
Low
Moderate
Low
Low
Low
High
Low
High
Low
Low
Low
Low
MINOR_L
MINOR_I1
MINOR_L
MINOR_H2
183
185
186
0.10
0.41
0.07
416713
413039
405502
603516 S of 6 Kenmore Road
600762 The Old Vicarage
594414 Ritton White House Farm
187
188
189
190
191
192
193
194
195
196
197
198
199
200
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
235
236
239
240
241
242
243
244
245
246
247
248
249
250
0.48
1.38
1.91
1.89
0.41
0.65
2.49
3.15
0.10
0.05
0.04
0.63
0.03
0.32
2.36
0.22
0.11
2.19
0.60
0.15
0.23
0.14
0.13
0.06
0.02
0.31
0.20
0.13
0.14
0.04
0.09
1.27
0.05
0.83
0.33
0.07
0.05
0.32
0.11
0.12
0.29
1.32
0.59
1.35
0.04
0.03
0.02
0.02
0.09
0.10
0.13
0.03
0.03
0.05
0.02
0.14
0.06
0.45
0.37
402902
411253
411470
411449
411634
416293
418214
418193
405709
416735
424879
406765
426557
412939
416361
419237
420755
421163
421460
425985
425049
424601
424749
420702
424741
423561
422662
423118
425628
425768
402977
419498
412549
418948
419119
419367
419314
418472
418756
418327
417917
419415
417789
420553
426254
426662
426231
426357
427088
427030
426885
426142
426097
426138
426503
418299
418249
418561
423295
602337
619372
619217
619095
618828
603029
600869
600661
601591
603556
605862
611750
604321
601628
620479
622811
624834
623168
623082
617232
616793
616505
616732
624835
618018
617669
618025
616718
617779
617811
602192
612441
600833
612072
612626
612419
612511
613416
613186
613233
613159
613248
612799
608599
604226
604683
604397
604001
604496
604437
604370
604274
604162
604069
604531
600769
600592
600843
610922
Field behind Alwill Ho, Cobble Ho & Ingledene
Field North of Ferny Lea
Field North of Eglingham Terrace
Field South of Eglingham Terrace
Craigs House
20 Park Road
Land W of Dene Close
Land W of Park View
Land SE of Model Buildings
N of 6 Kenmore Road
The Boat Yard, Wellfield
Treetops, Callaly Road
Land off Middleton Street
Land N of Embleton Hall
North of South Charlton
West Fallodon
E of Brunton Cottages
Chapel Field
Land NE of Eastfield
S of Seahouses
NW of Redsteads
Hemmel House, Red Stead
W of Smithy Cottage, Redsteads
5-6 Brunton Cottages
N of Peep O' Sea
S of Pasture House
W of Little Mill Farm
N of Littlehoughton
SW of Schoolhouse
N of East House
E of All Saints RC Church
Willis Garage, South Road
Adj to 16 Cheviot Lodge
E of Weavers Way
St Georges Crescent Allotments
Garages E of Cornhill Estate
Garages NE of Cornhill Estate
Pottergate & Bowburn Cottages
Roxburgh Place car park
Windsor Gardens
St Thomas Close Workshops
Allerburn House, Denwick Lane
W of Chapel Lands
E of 3-4 Fairfield View
W of Bluebell Inn, Albert Street
N of 1 Lawson Street
N of Hallbank Lane
S of Lindisfarne Cottage, adj A1068
Kennedy Road Garages
St Lawrence Avenue Garages
Holywell Crescent Garages
Adj 3 Greensfield Terrace
The Drill Hall, Scott Street
Land at Westfield
Adj 15-17 Turner Street
W of 31 Park View
S of 22 Park View
Barns Road Garages
Rear of Station Cottages
Swarland
Longframlington
Not in a Settlement
Thropton
Eglingham
Eglingham
Eglingham
Not in a Settlement
Swarland
Felton
Felton
Rothbury
Swarland
Warkworth
Whittingham
Amble
Longframlington
South Charlton
Not in a Settlement
Not in a Settlement
Christon Bank
Christon Bank
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Howick
Thropton
Alnwick
Longframlington
Alnwick
Alnwick
Alnwick
Alnwick
Alnwick
Alnwick
Alnwick
Alnwick
Alnwick
Alnwick
Shilbottle
Amble
Amble
Amble
Amble
Amble
Amble
Amble
Amble
Amble
Amble
Amble
Felton
Felton
Felton
Hipsburn
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
no
no
yes
yes
no
no
yes
no
yes
yes
yes
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
yes
no
yes
no
no
no
yes
no
yes
yes
yes
yes
yes
no
yes
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
yes
yes
no
no
yes
yes
no
no
yes
no
yes
yes
yes
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
yes
no
yes
no
no
no
yes
no
yes
yes
yes
yes
yes
no
yes
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
no
no
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
Moderate
Moderate
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_L
MINOR_H3
High
High
High
High
High
Moderate
Moderate
Moderate
High
Moderate
High
High
High
Moderate
Very High
High
Low
High
High
High
High
High
High
High
High
Very High
High
Very High
High
High
High
Very High
Moderate
Very High
Low
Very High
Very High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
Moderate
Moderate
High
Low
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Very High
High
High
High
High
Low
Very High
Very High
Very High
Low
High
High
Low
Low
Very High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Very High
Very High
Low
High
Very High
Very High
Very High
Very High
Very High
Very High
High
Very High
High
High
Low
High
Low
Low
High
Low
Low
Low
Low
Low
Low
Very High
Very High
Very High
High
Moderate
Low
Low
Low
Low
Low
High
High
Moderate
Low
Very Low
Low
Low
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
Low
Low
High
High
High
High
High
High
Low
High
Low
Low
Low
High
Low
Low
High
Low
Low
Low
Low
Low
Low
High
High
High
Low
MINOR_H2
MAJOR_L
MAJOR_L
MAJOR_L
MAJOR_L
MINOR_L
MINOR_H2
MINOR_H2
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
MINOR_HU
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_H2
MINOR_H2
MINOR_H2
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_H3
MINOR_H2
MINOR_H2
251
253
254
255
256
257
258
259
260
261
263
264
265
266
267
268
270
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
293
294
296
298
299
300
301
302
304
305
307
308
310
311
312
313
315
318
319
321
0.03
0.09
0.90
0.03
0.13
0.08
0.76
0.11
0.67
0.22
0.37
0.07
0.04
0.45
0.24
0.19
1.03
6.66
5.47
1.22
2.18
1.60
2.02
1.40
0.96
0.27
4.79
7.59
11.76
0.12
0.14
0.54
1.59
1.50
2.25
1.00
1.48
0.15
1.86
0.80
3.13
0.19
0.86
1.27
3.28
1.28
0.23
1.71
0.07
0.17
0.60
0.43
406298
420046
424497
424301
412915
398733
426329
424647
419509
426768
405897
424788
424768
426075
425903
427098
422573
423155
423075
416391
424323
424942
424871
424587
418458
418871
418746
406206
418518
418734
418777
422944
421305
421299
410570
423313
418528
421016
412345
412912
412688
413138
421346
405408
424916
402670
402525
402474
402604
419196
419243
399482
616341
608693
605122
615418
601015
607726
604601
605360
612507
603640
601515
605112
605135
604355
604143
604540
601962
611213
610784
620182
606360
606808
605264
615267
613747
612988
612741
602106
611873
613204
613219
601861
622845
622750
619365
622755
600693
603986
600823
600687
600601
601163
618595
589450
601593
602551
602495
602316
602390
612151
604391
610947
323
324
325
329
332
333
335
0.80
0.18
0.11
0.13
0.80
0.52
0.65
419026
418391
426148
421691
421161
421477
412192
612808
613326
604425
611132
622767
623228
610535
342
345
0.45
0.18
416770
424543
603503
605338
Adj Crawley View
Rear of Lee Avenue
S of New Barns Court, New Barns Way
Opposite Burnside Public House
Cherryhope Garages
W of Cherrywell
The Gut
3 Guilden Road
Alnwick Fire Station
Amble Fire Station
N of Silverton Terrace
S of Magdalene House
W of Magdalene House
The Coal Yard & Gas Works, The Wynd
2-3 West Drive
Link End Farm
W of Acklington Village Hall
Curly Lane
S of Bilton & W of Hipsburn Station
Opposite South Charlton Village Hall
S of Station Road
E of A1068 at Birling
N of Maudlin Farm
Playing fields
Walkergate
Tennis Courts, Prudhoe Street
Dukes Middle School
North of Whitton View
Greensfield Farm, S of Fairfield
Corn Exchange, St Michaels Square
Roxbro Place
The Paddock, Field House Farm
N section of Field S of Springfield
S section of Field S of Springfield
Eglingham Glebe
Adjacent The Villas
S of Mouldshaugh Lane
N of Woodbine Cottage
W of Harecross Park
SE of High Town Farm
S of Hillrise Lane
Rear Granby Inn
Castle Back
E of Rothley Crag Cottages
Land at Togston Road E of Guyzance Avenue
Field NU0202-6858 N of Wreighburn Fields
Field NU0202-4857 W of Wreighburn Fields
Field NU0202-2941 W of Thropton Demesne
Garden of West Neuk
Land off St James Park
Farm Steading, Hazon House
Farm Steading, Pennylaws
Percy Mews, Mews Towers, Park View, Park View
(Windsor Park), Alnwick
The Maltings & Bolam Mill
Rear of Kiln Bank, adj Victoria Palace
Greenrigg Kennels
Springfield (land at), Christon Bank
Site of Pringles Garage, Christon Bank
Overthwarts
Sites 3, 4 , 5 & 6, Land adjoining 2 Studley Drive,
Swarland
Builder Yard, Morwick Road
Powburn
Shilbottle
Warkworth
Longhoughton
Longframlington
Netherton
Amble
Warkworth
Alnwick
Amble
Rothbury
Warkworth
Warkworth
Amble
Amble
Amble
Acklington
Hipsburn
Hipsburn
South Charlton
Warkworth
Warkworth
Warkworth
Longhoughton
Alnwick
Alnwick
Alnwick
Rothbury
Alnwick
Alnwick
Alnwick
Acklington
Christon Bank
Christon Bank
Eglingham
Embleton
Felton
Guyzance
Longframlington
Longframlington
Longframlington
Longframlington
Rennington
Not in a Settlement
Togston
Thropton
Thropton
Thropton
Thropton
Alnwick
Not in a Settlement
Alnham
Alnwick
Alnwick
Amble
Not in a Settlement
Christon Bank
Christon Bank
Not in a Settlement
Swarland
Warkworth
yes
no
yes
no
no
no
yes
no
no
yes
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
yes
no
yes
no
yes
no
yes
yes
no
no
no
yes
yes
yes
no
no
yes
no
no
no
yes
no
yes
no
yes
yes
yes
no
no
no
yes
yes
no
no
yes
no
yes
yes
no
no
yes
no
yes
no
no
yes
no
yes
yes
yes
yes
no
yes
no
yes
no
yes
no
yes
yes
no
no
no
yes
yes
yes
no
no
yes
no
no
no
yes
no
yes
no
yes
yes
yes
no
no
no
yes
yes
no
no
yes
no
yes
yes
no
no
yes
no
yes
no
no
yes
no
yes
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
no
no
yes
no
yes
yes
no
yes
yes
no
yes
yes
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
High
High
High
High
Moderate
High
High
Moderate
Very High
High
High
High
High
High
High
High
Low
High
High
Very High
High
High
High
High
Very High
High
High
High
Low
High
High
High
High
High
High
Low
Moderate
Moderate
Very High
Moderate
Moderate
Moderate
High
High
Moderate
High
High
High
High
Very High
Moderate
High
Moderate
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Moderate
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
High
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Moderate
High
High
Low
High
Low
High
Moderate
Low
Very High
Low
Low
Low
Low
Low
Low
High
Low
High
High
High
High
High
Low
High
Very High
Very High
Very High
Very High
High
Very High
Very High
Low
High
High
High
High
Very High
Low
Low
Low
Low
Low
High
Low
Low
Very High
Very High
Very High
Very High
High
Low
High
Low
Low
Low
Low
Low
Low
Very Low
Low
High
Low
Low
Low
Low
Low
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
High
High
High
Moderate
Low
High
High
Low
Low
Low
Low
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
High
High
High
High
Low
Low
Low
MINOR_H2
MINOR_L
MINOR_I1
MINOR_I1
MINOR_L
MINOR_H1
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_L
MINOR_HU
MINOR_I1
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_H2
MINOR_H2
MINOR_L
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_HU
MAJOR_H1
MINOR_L
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MAJOR_I1
MINOR_L
MINOR_H2
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_H2
MINOR_H2
MINOR_H2
MINOR_H2
MINOR_HU
MINOR_I1
MINOR_H2
Very High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Moderate
Very High
Very High
Moderate
Very High
High
High
High
High
High
Very Low
High
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
Moderate
Moderate
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_I1
346
347
348
349
350
351
353
355
356
357
361
363
364
365
0.25
0.32
0.31
0.21
8.78
1.10
0.94
0.25
1.96
0.08
0.14
0.25
0.10
0.36
418389
418964
418460
418487
426460
426560
412857
418358
421499
427244
406218
424534
394089
405567
613048
613217
613238
613338
603601
604656
600732
613610
623280
604848
601559
610639
604791
593447
Bus Depot, Lisburn Terrace
26 Bondgate Without (13)
W of Lagny Street
Former AMC Ford, Stonewell Lane
W of A1068 & S of Marks Bridge
Amble Boat Yd & adj land SW of Coquet Street
High Town Farm
The Old Vicarage
N of new bungalow
Cliff Cottage, Bay View
Rothbury Fire Station, Croft Road
Beech House, Northumberland Street
Land adjacent to The Peels
Roughlees Farm
370
371
377
378
0.09
0.43
0.01
0.11
418958
408272
407094
412781
613179
592619
614566
600780
Former Castle Service Station, 26 Bondgate Without
Stables at Nunnykirk Hall
Holly House, The Lanes
Land SE of West House, Rothbury Road
380
0.03
413038
601392 Outbuilding N of Embleton Hall Hotel, Front Street
382
383
0.81
0.27
418399
418164
612922 St Johns Roman Catholic School, Lisburn Terrace
612813 Swansfield Stable Cottage, off Clayport Bank
384
386
388
389
390
391
392
399
400
1.00
0.03
0.05
0.24
0.04
0.43
0.92
0.08
1.12
418720
424671
418671
419732
424732
421249
418547
416775
420394
612323
605996
613133
612550
610370
618471
624175
603559
620243
Thomas Percy RC Middle School, Blakelaw Road
17 Castle Street
26/28 Green Batt
Adjacent 39 Royal Oak gardens
11 Marine Road, Boskena
Church Road to The Green
Doxford Stable Yard, Doxford Hall
Adj & W of 2 Studley Drive, Swarland
Rock Farms Ltd
402
403
404
405
406
408
412
0.15
0.11
0.08
0.47
0.39
0.04
0.04
402359
416814
416461
416728
407051
418562
424638
609912
603540
603720
603619
614549
613407
605382
413
415
419
420
421
425
426
427
428
429
1001
1004
1005
1006
1007
0.09
0.25
0.02
0.34
0.06
0.29
3.05
1.61
0.15
0.51
0.55
0.42
0.17
0.71
2.63
420157
412781
418862
404407
418595
417010
423883
423021
423612
402508
396788
417798
418125
416861
397865
612614
600755
613195
588004
613220
603425
612001
601991
625154
602434
644425
634704
634917
633424
651611
Yellington East, Prospect Terrace, Yetlington Farm
Adjacent and West of 2 Studley Drive
Adjacent to 2 Nelson Drive
Rear and side of 4 Kenmore Road, Swarland
Builders Yard Garden Terrace
Dickinsons Furniture Shop 39-41 Fenkle Street
Land adjacent to48 Morwick Rd
Land East of Ravensmount Residential Home,
Alnmouth Road
S of West House
The Fleece Inn 49 Bondgate Without
Unit 2, 3 and 4 Rothley Farm
Old Post Office, Clayport Road
Rear of Studley Drive
Lesbury Townfoot
East of Acklington C of E first school
Adj to The Croft, Croft Place
Thropton 4 x 4 Centre
Ancroft South Moor Farm
Mizen Head Hotel, Lucker Road
Lord Crewe Arms Hotel, Front Street
Glororum Farm
East Ord Farm, East Ord
Alnwick
Longframlington
Alnwick
Rothley
Alnwick
Swarland
Lesbury
Acklington
Newton by the Sea
Thropton
Not in a Settlement
Bamburgh
Bamburgh
Not in a Settlement
East Ord
1008
1010
1011
1012
8.93
0.40
0.13
0.58
398750
405446
410969
415137
650869
641459
633683
633185
Land west of Etal Road at Prior Hill House, East Ord
Mount Hooley
Former South Garage, High Street
Spindlestone Farm, Belford
East Ord
Not in a Settlement
Belford
Not in a Settlement
Alnwick
Alnwick
Alnwick
Alnwick
Amble
Amble
Longframlington
Alnwick
Christon Bank
Amble
Rothbury
Alnmouth
Harbottle
Not in a Settlement
Alnwick
Nunnykirk
Glanton
Longframlington
Longframlington
Alnwick
Alnwick
Alnwick
Warkworth
Alnwick
Alnwick
Alnmouth
Rennington
Not in a Settlement
Swarland
Rock
Yetlington
Swarland
Swarland
Swarland
Glanton
Alnwick
Warkworth
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
yes
no
yes
yes
yes
yes
yes
yes
yes
no
yes
no
no
no
yes
no
yes
yes
yes
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
yes
yes
no
yes
yes
yes
no
no
yes
yes
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
yes
no
no
yes
no
yes
yes
no
yes
no
no
no
yes
no
yes
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
no
no
yes
yes
no
yes
yes
no
yes
no
no
yes
no
no
no
no
no
no
no
High
High
High
High
Moderate
High
Moderate
Very High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Very High
Very High
Very High
Very High
Low
Moderate
Low
Very High
High
High
Very High
Very High
High
Very High
High
High
High
High
Low
Very Low
Low
High
Low
High
Moderate
High
Very Low
Moderate
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_H1
MINOR_H1
High
Moderate
High
Moderate
Low
Low
Moderate
Low
Very High
Low
High
Low
High
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
Very High
High
Low
Low
MINOR_L
High
High
High
High
High
High
Low
Low
MINOR_HU
MINOR_HU
Low
High
High
Very High
High
High
High
Moderate
Very High
Low
Low
Low
Low
Low
Low
Low
Low
High
High
High
Very High
Very High
High
High
High
Low
High
Low
Low
High
High
High
Low
Low
Low
Low
MINOR_I1
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_L
MINOR_H2
High
Moderate
Moderate
Moderate
High
High
Moderate
Moderate
Low
Low
Low
Moderate
Low
Low
High
Low
Low
Low
High
Very High
Low
Low
Low
Low
Low
Low
High
Low
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_H2
MINOR_HU
MINOR_I1
Very High
Moderate
High
High
High
Moderate
Very High
High
Very High
High
High
Very High
High
High
High
Low
Low
Low
Moderate
Low
Low
High
Low
High
Low
Low
High
Low
Low
Moderate
Very High
Low
Very High
Low
Very High
Low
High
Low
High
Very High
High
High
High
High
High
High
Low
High
Low
High
Low
Low
Low
Low
High
Low
Low
Low
Low
Low
MINOR_L
MINOR_L
MINOR_HU
MINOR_H3
MINOR_HU
MINOR_L
MINOR_I1
MINOR_I1
MINOR_L
MINOR_H2
MINOR_L
MINOR_I1
MINOR_I1
MINOR_I1
MAJOR_HU
High
High
High
High
Moderate
High
Low
High
High
High
High
High
Very Low
Low
Low
Low
MAJOR_HU
MINOR_L
MINOR_I1
MINOR_I1
633847 Land north of West Street
630375 Land north of Lucker Hall
654209 Land at West Hope, south of A1
Former coating and Blending Mill, Dock Road,
652297 Tweedmouth
653027 119-125 Marygate
652577 9-13 Main Street, Tweedmouth
648921 Police House south of Prince Charles Crescent
Belford
Lucker
Berwick-upon-Tweed
Tweedmouth
Berwick-upon-Tweed
398671
417131
401576
385476
389542
398966
393654
393436
652801 Warehouse No. 46 - 52 West End, Tweedmouth
652993 2 Chapel Street
Former Car Showroom corner of Prince Edward Rd,
652604 Tweedmouth
653019 Land to the rear of 125 Marygate
Sea View Works west of Cow Road, Main Street,
651108 Spittal
651132 Land north of Cemetery Lane, Tweedmouth
637582 Land west of Strathyre/rear of Blue Row
624428 Land at Brockdam Farm
639015 Crookham Eastfield Farm
639333 Land at Clovelly, Cornhill
650854 Land east of Etal Road, Tweedmouth
629445 Land at north of Beadnell Hall
639561 Land to the rear of Station Gardens, Cornhill
633292 West and South of the Meadows
634129 Land east of Craggy Hall Farm
643191 Twizzell Nursery Tillmouth Cornhill
628041 Land at Brewery Farm
628864 West Weetwood, Wooler
Land to rear of Roddam & Callers Court, Hiveacres,
651167 East Ord
625781 Home Farm, Ellingham
639583 Land east of South Road, Lowick
634134 Land north of Mindrum Station
647411 The Glebe Field, north of West Road
627755 Land south of Common Road, Wooler
631048 Buildings at Coupland Home Farm
633713 Demesne Farm Steading, Milfield
0.42
0.31
0.03
2.15
420934
420384
421900
399637
631430
631826
631967
628201
1089
0.47
400025
626117 Land adjacent to The Crossing, Haugh Head, Wooler
Not in a Settlement
1090
1091
1092
0.14
2.36
1.38
399983
399553
399416
624363 land north of Gardener's Cottage, North Middleton
628368 Land north of Weetwood Road, Wooler
627788 Land south of The Peth, Wooler
Not in a Settlement
Wooler
Wooler
1093
0.94
398734
628185 Land between 53a and 45 Burnhouse Road, Wooler
Wooler
1094
0.55
399278
627727 Land to the rear of 29 - 37 Cheviot Street, Wooler
Wooler
1095
0.45
393664
633810 Former Glendale Engineering premises, Main Road
Milfield
1096
1097
1099
1101
1102
1103
1104
0.83
0.09
1.49
0.22
0.40
0.41
0.37
386270
413736
415006
405508
402557
403123
412802
639691
628709
625156
628278
629874
628004
642298
1013
1014
1017
0.12
1.07
11.75
410594
415061
398864
1019
1020
1021
1023
0.32
0.11
0.25
0.07
399641
399697
399487
400728
1024
1025
0.05
0.05
399323
399928
1027
1029
0.17
0.10
399304
399678
1030
1033
1037
1040
1042
1043
1055
1057
1058
1059
1060
1062
1063
1065
1.25
0.15
0.92
2.01
1.11
0.38
3.27
2.70
1.18
9.49
11.84
1.62
7.25
0.77
400820
399346
389570
416176
390718
386273
399137
423082
386209
411002
410525
387618
399954
400544
1067
1068
1070
1073
1074
1077
1078
1079
8.23
0.50
0.38
0.63
8.49
1.75
0.34
0.14
1081
1082
1086
1088
St Cuthbert's Field, Main Street, North Sunderland
Westfield Farm, North Sunderland
39 Main Street
Land south of Weetwood Road, Wooler
Land at Green Lane, Adj Easternwell Plantation
Land at North Farm, Warrenford
Wandylaw Farm, Wandylaw
Mill Hill Farm
Heathery Hall, Wooler
Fowberry Mains, Wooler
St Coombs Farm, Holy Island
Tweedmouth
Berwick-upon-Tweed
Tweedmouth
Scremerston
Tweedmouth
Berwick-upon-Tweed
Spittal
Tweedmouth
Branxton
Not in a Settlement
Not in a Settlement
Cornhill-on-Tweed
Tweedmouth
Beadnell
Cornhill-on-Tweed
Belford
Belford
Not in a Settlement
Wooler
Not in a Settlement
East Ord
Ellingham
Lowick
Not in a Settlement
Norham
Wooler
Not in a Settlement
Milfield
North Sunderland
Not in a Settlement
Seahouses
Wooler
Cornhill-on-Tweed
Not in a Settlement
Chatton
Not in a Settlement
Not in a Settlement
Holy Island
Lowick
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
yes
yes
yes
yes
no
no
yes
yes
no
no
yes
yes
yes
yes
yes
yes
yes
no
no
yes
yes
no
no
yes
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
yes
no
yes
yes
no
no
no
yes
no
yes
yes
no
no
no
yes
no
no
no
no
yes
no
yes
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
High
High
Low
Low
Moderate
High
High
High
Low
Low
Low
MINOR_L
MINOR_I1
MINOR_HU
High
High
High
High
Moderate
Low
Moderate
Low
High
High
High
High
Low
Low
Very Low
Low
MAJOR_HU
MINOR_HU
MAJOR_HU
MINOR_L
High
High
Moderate
Low
High
High
Very Low
Low
MAJOR_HU
MINOR_HU
High
High
Moderate
Low
High
High
Low
Low
MAJOR_HU
MINOR_HU
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
Moderate
Moderate
Low
Moderate
Moderate
Moderate
Low
Moderate
Low
Low
Moderate
Moderate
Moderate
High
High
Very High
High
Very High
Very High
High
High
Very High
High
High
High
High
High
Low
Low
High
Low
High
High
Low
High
High
Low
Low
Low
High
High
MINOR_HU
MAJOR_HU
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_H2
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MAJOR_H2
High
Very High
High
Moderate
High
High
High
High
Moderate
Low
Low
Low
Moderate
Moderate
Moderate
Moderate
High
High
High
Very High
High
High
High
Very High
Very Low
Low
Low
High
High
Low
Very Low
Moderate
MAJOR_HU
MINOR_I1
MINOR_L
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_I1
MINOR_H2
High
High
High
High
Low
Low
Low
Moderate
High
High
High
High
Low
Low
Low
Very Low
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
High
Moderate
High
Very Low
MINOR_I1
High
High
High
High
Moderate
Moderate
Very High
High
High
High
Very Low
Very Low
MINOR_H2
MINOR_I1
MINOR_I1
High
Moderate
High
Low
MINOR_H2
High
Moderate
High
Very Low
MINOR_H2
High
Moderate
Very High
Moderate
MINOR_H2
High
High
High
High
High
High
High
Moderate
Low
Low
Low
Moderate
Moderate
Low
High
Very High
High
Very High
High
High
Very High
Low
High
Low
High
Low
Low
High
MINOR_H2
MINOR_L
MINOR_L
MAJOR_H2
MAJOR_H2
MAJOR_H2
MINOR_H1
639786 Land north of Church Lane at Dryburn Road, Lowick
Land north of 24 Fenton Grange east of A697
628858 Wooler
628502 Land north of Ryecroft, Wooler
628761 Land North of 14 Fenton Grange, Wooler
627927 Land west of South Road, Wooler
627970 Land north of High Fair, Wooler
626162 Land north of Heather View
629692 Land at Bendor Garage, Bendor, Wooler
Old Coal Yard, Land east of Northumberland Road,
651953 Tweedmouth
652569 Berwick Fire Station, Ord Street, Tweedmouth
653347 Berwick ATC, south of 76 Castlegate
633444 Belford Fire Station, The Meadows
1105
1.12
401393
Wooler
1106
1107
1109
1110
1112
1113
1114
2.80
1.93
0.01
1.03
2.25
0.22
3.06
399014
398868
399021
399399
398544
400172
396484
1116
1117
1118
1119
2.91
0.59
0.13
0.41
399668
398893
399629
411247
1120
1121
0.33
0.39
405405
399369
1122
1124
1125
1126
0.59
1.48
0.08
1.32
399211
405429
410906
423438
642038 Beal Residential Youth Centre north east of A1
627992 Wooler Fire Station, South Road, Wooler
Land south of Tweedmouth Nursery, west of
652281 Ladywell, Osborne Road, Tweedmouth
616908 Powburn (Bridges) Highways Depot, Powburn
633881 11 & 13 High Street
629131 Land to the north of Longbeach Drive
1127
1128
1129
1130
1131
1132
1133
0.37
0.12
1.36
0.85
0.38
0.10
1.70
423298
423717
398841
399041
399687
399004
399749
629507
628902
628332
627884
627919
628051
627648
Land north Longstone Crescent/Harbour Rd junction
Land south east of 11 Harbour Road
Wooler First School, Ryecroft Way, Wooler
Horsden Side, Wooler
Weetwood Avenue (Tennis Courts), Wooler
Wooler Library, 55 High Street, Wooler
Land south of The Martins, Wooler
1134
1135
1140
1141
1144
1147
1151
1152
1154
0.29
0.67
1.67
1.13
0.12
0.73
1.89
0.02
0.03
399137
404008
403250
421039
410650
386077
421175
421863
404108
627768
633357
624894
626398
633843
639361
632356
631999
643837
Wooler Youth Hostel, 30 Cheviot Street, Wooler
Hetton Hall Steadings
Lilburn Grange, West Lilburn
Tughall Farm
1-5 West Street
Land at Tweed Meadows south of A698
Land east of Castle Close & Castle Drive
Land to the rear of 38-40 Main Street
The Chapel, Haggerston
1155
0.26
399111
627795 Horsden Side Field north of Cheviot Street, Wooler
Wooler
1156
1157
1158
1159
1161
1162
1163
1164
1165
9.00
1.01
1.83
1.52
0.29
7.56
0.53
3.64
0.05
398224
411568
391434
412412
399067
422408
391128
417405
399355
651919
632482
630368
641919
653906
631715
647022
625608
652852
East Ord
Not in a Settlement
Not in a Settlement
Not in a Settlement
Berwick-upon-Tweed
Seahouses
Not in a Settlement
Ellingham
Tweedmouth
1166
0.12
399351
1167
0.92
399857
Land north of roundabout A898 & B6435, East Ord
Farm Buildings at Newlands Farm
Land east of Shepherds House, Kirknewton
Land south of Tripping Chare, Holy Island
Halidon Hill Water Works, Castle Terrace
Land at Sewage works east of Kings Field
Morris Hall Farm Steading, Norham
Land south of the Vicarage
16 Blakewell Road, Tweedmouth
Transfer Station, south of Blakewell Road,
652814 Tweedmouth
The Engine Sheds, west Spittal Hall Road,
651747 Tweedmouth
1168
1169
1170
3.96
3.03
8.22
400668
400404
400363
648893 Land south of Prince Charles Crescent, Scremerston
649240 Land west of Armstrong Court, Scremerston
649484 Land south of Derwent Terrace, Scremerston
Scremerston
Scremerston
Scremerston
1171
7.66
400870
648911 Land east of Prince Charles Crescent, Scremerston
Scremerston
Wooler
Wooler
Wooler
Wooler
Wooler
Not in a Settlement
Not in a Settlement
Tweedmouth
Tweedmouth
Berwick-upon-Tweed
Belford
Not in a Settlement
Wooler
Tweedmouth
Not in a Settlement
Belford
Beadnell
Beadnell
Beadnell
Wooler
Wooler
Wooler
Wooler
Wooler
Wooler
Not in a Settlement
Not in a Settlement
Not in a Settlement
Belford
Cornhill-on-Tweed
Seahouses
Seahouses
Not in a Settlement
Tweedmouth
Spittal
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
yes
no
no
no
yes
no
yes
yes
no
yes
yes
no
yes
yes
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
no
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
yes
no
no
yes
no
yes
yes
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
yes
no
no
yes
yes
no
no
yes
yes
no
no
yes
yes
no
no
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
no
no
yes
no
yes
no
no
yes
no
yes
yes
no
yes
no
no
yes
no
yes
yes
no
yes
no
no
yes
yes
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
High
High
High
Low
MINOR_L
High
High
High
High
High
High
High
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
Very High
High
Very High
High
High
Low
Low
Moderate
Very Low
High
Very Low
Low
MINOR_I1
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_H2
MAJOR_I1
MINOR_H2
High
High
High
High
Moderate
Moderate
Low
Low
High
High
High
High
Low
Low
Low
Low
MAJOR_HU
MINOR_I1
MINOR_HU
MINOR_I1
High
High
Low
Moderate
High
High
Low
Very Low
MINOR_L
MINOR_H2
High
High
High
High
Moderate
Moderate
Low
Low
High
High
High
High
Low
Very Low
Low
Low
MAJOR_HU
MINOR_HU
MINOR_I1
MINOR_I1
High
High
High
High
High
High
High
Low
Low
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
High
Very High
High
Very High
High
High
High
Very Low
High
Very Low
High
Very Low
MINOR_I1
MINOR_H2
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_I1
High
High
High
High
High
High
High
High
High
Moderate
Moderate
Moderate
Low
Low
Moderate
Low
Low
Low
Very High
Very High
Very High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
MINOR_H2
MAJOR_H2
MAJOR_I1
MINOR_L
MINOR_I1
MINOR_L
MINOR_I1
MINOR_I1
MINOR_H1
High
Moderate
Very High
High
MINOR_H2
High
High
High
High
High
Very High
High
High
High
Moderate
Low
Moderate
Low
Low
High
Moderate
Low
Moderate
High
High
High
High
High
High
High
High
High
Low
Low
Very Low
Low
Low
High
Low
Low
Very Low
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_L
MAJOR_HU
MINOR_H2
MINOR_I1
MINOR_I1
MAJOR_HU
High
Moderate
High
Very Low
MAJOR_HU
High
Moderate
High
Low
MAJOR_HU
High
High
High
High
Low
Low
High
High
High
Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
High
High
High
Low
MINOR_L
649360 Land north of Stanhope Cottages, Scremerston
649646 Land east of Deputy Row, Scremerston
649432 Land south of Derwent Water Terrace
Land South of the Vicarage, South Lane, North
631364 Sunderland
1172
1173
1174
4.59
1.58
1.05
400812
400552
400627
1176
0.69
421224
1177
0.67
421229
1178
0.80
421122
1179
1182
1183
1184
1185
0.72
7.93
0.27
0.68
4.26
421026
411307
398554
410737
395670
631288 Land South of 16 South Lane, North Sunderland
Land South of the cemetery South Lane, North
631258 Sunderland
Land south east of 207 Main Street, North
631226 Sunderland
633606 Land at Belford Golf Club, East of B6349
653766 Castlehills Farm, Castle Terrace
634041 Land to the rear of the Bluebell Hotel
649846 Land to the North and East of Longridge Pk
1187
1188
1189
10.74
3.21
2.70
399436
385757
399574
650953 Land west of Tweedmouth Cemetery, Tweedmouth
639519 Land to the north of The Chesters, Cornhill
641835 Land north of East End Cottages
1190
1191
1192
1193
1194
1195
2.27
0.46
5.59
4.28
2.14
0.19
398148
382619
398749
393081
389832
401403
651021
638723
653768
650097
647115
639425
1196
1197
1198
1199
1202
1203
1204
1205
1.21
37.04
1.33
0.04
1.79
1.94
0.90
0.15
398605
398122
398312
399977
399774
399742
391586
391594
628183
652125
651651
652878
653366
628270
630292
630414
1207
1209
0.47
0.67
401005
399149
1210
1211
1212
1.30
3.25
0.79
399743
401507
417113
1213
0.03
399386
650937 Land at Main Street (Former Chalet Site), Spittal
641699 Land south of Bowsden Hall Bungalow
Dock Road Depot, South of Dock Road,
652046 Tweedmouth
639252 Land at south of Rose Cottage
625849 North of Home Farm, Ellingham
Tweedmouth Highways Depot, west of Blakewell St,
652681 West End, Tweedmouth
1214
1216
1217
1218
1219
1220
1221
1222
1223
3.62
2.42
0.35
0.88
1.20
5.07
0.53
0.58
1.41
401694
422456
422721
422980
423149
423336
405577
405449
405565
639894
629003
629028
629079
629115
628879
628519
628386
628228
Land North of Main Street/North View/Phillips Place
Land north of Swinhoe Road
Land west of 43 Swinhoe Road
Land south of 7-21 Swinhoe Road
Land to the rear Old School House
Land west of Longbeach Drive
Land North of Ross View
Land north of 18/19 West End
Land south of Mill Hill Farm
1224
1225
1226
1227
1229
1231
1232
0.52
0.33
0.25
2.89
0.86
0.35
0.46
405855
405915
405916
415188
415128
398982
412495
628457
628409
628357
630467
630337
628702
641763
Land adjacent to telephone exchange, New Road
Land east of Bridge House
Land east of Shepherds Cottage
Land north of Villiers Gardens
Land at Lucker Hall, Belford
Land east of 23 & 25 Cottage Road, Wooler
Land south of the Vicarage, Holy Island
Land to the rear of 2-8 Springfield Park, East Ord
Land west of North Bungalow, Wark
Land south of Castle Terrace
Land north of Tofts Lane, Horncliffe, Berwick
Land west of Galagate, Norham
Land west of Burnhouse, Lowick
Land east of Highburn House, Burnhouse Road
Wooler
Land north of Rotary Way, Tweedmouth
Land at Cornhill Road, East Ord
5-7 Woolmarket
Berwick Infirmary, Infirmary Square
Land south of Weetwood Road, Wooler
Land south of The Schoolhouse
Land between Gregory and Bellview
Scremerston
Scremerston
Scremerston
North Sunderland
North Sunderland
North Sunderland
North Sunderland
Belford
Berwick-upon-Tweed
Belford
Not in a Settlement
Tweedmouth
Cornhill-on-Tweed
Bowsden
East Ord
Wark
Berwick-upon-Tweed
Horncliffe
Norham
Lowick
Wooler
Tweedmouth
East Ord
Berwick-upon-Tweed
Berwick-upon-Tweed
Wooler
Not in a Settlement
Kirknewton
Spittal
Bowsden
Tweedmouth
Lowick
Ellingham
Tweedmouth
Lowick
Not in a Settlement
Beadnell
Beadnell
Beadnell
Beadnell
Chatton
Chatton
Chatton
Chatton
Chatton
Chatton
Lucker
Lucker
Wooler
Holy Island
no
yes
yes
no
no
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
no
yes
yes
yes
yes
yes
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
yes
no
no
no
no
no
yes
no
no
yes
no
no
no
yes
yes
no
no
yes
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
no
no
no
yes
no
yes
no
yes
no
yes
no
yes
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
High
High
Low
Low
Low
High
High
High
Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
High
Low
High
Low
MINOR_I1
High
Low
High
Low
MINOR_I1
High
Low
High
Low
MINOR_I1
High
High
High
High
High
Low
Low
Moderate
Low
Moderate
High
High
High
High
High
Low
Low
Low
Low
Low
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MAJOR_L
High
High
High
Moderate
Moderate
High
High
High
High
Low
Low
Very Low
MINOR_L
MINOR_L
MINOR_L
High
High
High
High
High
High
Moderate
Moderate
Moderate
Moderate
Moderate
Low
High
Very High
High
High
High
High
Very Low
Moderate
Low
Low
High
Low
MAJOR_L
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_L
High
High
High
High
High
High
High
High
Moderate
Moderate
Moderate
Low
Low
Moderate
Moderate
Moderate
High
High
High
High
High
High
High
High
Very Low
High
Low
Low
Low
Very Low
Very Low
Very Low
MINOR_H2
MAJOR_HU
MAJOR_HU
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_I1
MINOR_I1
High
High
Low
Low
High
High
High
Low
MINOR_L
MINOR_L
High
High
Very High
Moderate
High
Low
High
High
High
Low
Low
Low
MAJOR_HU
MINOR_L
MINOR_I1
High
Moderate
High
Very Low
MAJOR_HU
High
Very High
High
High
High
Very High
High
High
High
Low
High
Low
Low
Low
High
Moderate
Low
Low
High
High
High
High
High
High
Very High
Very High
High
Low
Low
Low
Low
Low
High
High
High
Low
MINOR_L
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_H2
MAJOR_H2
MINOR_H2
MAJOR_H2
High
High
High
High
High
High
High
Moderate
Moderate
Moderate
Low
Low
Moderate
Low
High
High
High
High
High
Very High
High
Very Low
Very Low
Very Low
Low
Low
Moderate
Low
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_L
1233
0.28
385885
639464 Land north of Cornhill Farm, Cornhill
Cornhill-on-Tweed
1234
0.36
385858
639422 Land north of 7-10 St Helen's Gardens, Cornhill
Cornhill-on-Tweed
1235
1236
1237
0.99
0.71
0.18
385965
386073
386045
639526 Land to the north of 1/2 Cornhill Farm Cottages
639541 Land west of Ashcroft, Cornhill
639488 Land north west of Hope Cottage, Cornhill
Cornhill-on-Tweed
Cornhill-on-Tweed
Cornhill-on-Tweed
1238
1239
0.11
0.09
386015
386069
Cornhill-on-Tweed
Cornhill-on-Tweed
1240
1241
1243
1.85
1.64
13.01
398512
398705
399931
639486 Land east of No. 1 Cornhill Farm Cottage, Cornhill
639433 Sewage pumping station, Cornhill
Land south of East Ord Industrial Estate, Cornhill Rd,
651680 East Ord
651679 Land east of Greenwood, East Ord
627575 Land north of Coldmartin Croft, Wooler
1244
1245
6.40
0.18
393614
417036
650656 Land east of Chainbridge Farm, Chainbridge Road
634207 Dukesfield Steading
Not in a Settlement
Not in a Settlement
1248
1249
1250
0.10
1.41
0.13
388529
395384
406637
Not in a Settlement
Not in a Settlement
Not in a Settlement
1251
0.39
410937
1252
1254
1255
1256
1257
1260
1262
1264
1271
1272
0.03
0.05
0.02
0.18
0.26
0.04
4.62
0.34
0.06
0.03
399719
411868
387535
406804
392139
399780
410091
400152
392902
399903
1273
1275
1276
1277
0.29
0.05
0.02
0.12
420333
389370
401515
399030
1278
1279
1283
0.52
0.03
0.37
398999
400574
405208
1284
1286
1287
1290
1292
0.21
0.23
0.23
0.44
1.96
406462
414904
406649
419555
422383
641690 Land south west of Stickle Heaton Farm, Cornhill
650820 Land south of Mount Pleasant Farm
628578 Tilery Cottage, Chatton Park
Land to the south of South Meadows Farm, Field
632613 no. 8262
Land to the rear Brucegate Dental Surgery,
653266 Brucegate
633652 3 Brick Sheds, Station Road
635646 Land at West Moneylaws
622743 Bewick Folly Farm Steading, Old Berwick
647172 Unit 4, Mount Carmel, Norham
652940 How & Black Hall, 77 Marygate
635409 The Estate Yard, Middleton
652975 76 Ravensdowne
647016 1 Newburn Holdings, Norham
653421 Land at rear of 59 & 67 Low Greens
Farm Store, East of Westfield Farm, North
631797 Sunderland
637569 South of Tarbits
639735 Land to south of 2 Dryburn Road, Lowick
628466 Land to the rear of 21 Ryecroft View, Wooler
Halidon Hill, Land to south west of 13 Meadow
654169 Grange
651417 11 Albert Road, Spittal
640389 St Nicholas Church House, West Kyloe
Hemmel South of B6346 west New Bewick,
620217 Eglingham
633432 Spindlestone Mill Lodge, Waren Mill
639932 Land north east of The Pines, Fenwick
628317 West Fleetham Farm
627531 Tughall Mill, Tughall
1294
0.17
422911
1296
0.01
412699
1298
1299
1302
1.86
9.16
2.93
420783
399380
399130
1315
1344
1371
1379
1380
0.19
0.20
0.75
0.05
0.04
399718
384365
399917
423494
398862
629205 Land to the south of 7 The Chimes, The Wynding
Land east of St Cuthbert's Square, 2 Farn Cottage,
641935 Holy Island
631549 Land north of Islestone Drive, North Sunderland
628909 Land adjacent to Wooler Auction Mart
628749 Fenton Grange, Cottage Road, Wooler
Stewards Field, North Doddington Farm,
632395 Doddington
637264 Lightpipe Cottage, Cornhill
650034 Heathery Tops Farm
629027 29 Longbeach Drive
628190 29-33 Burnhouse Road, Wooler
Tweedmouth
Tweedmouth
Wooler
Not in a Settlement
Berwick-upon-Tweed
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Berwick-upon-Tweed
Not in a Settlement
Berwick-upon-Tweed
Not in a Settlement
Berwick-upon-Tweed
Not in a Settlement
Branxton
Lowick
Wooler
Berwick-upon-Tweed
Spittal
Not in a Settlement
Not in a Settlement
Not in a Settlement
Fenwick
Not in a Settlement
Not in a Settlement
Beadnell
Holy Island
North Sunderland
Wooler
Wooler
Doddington
Not in a Settlement
Not in a Settlement
Beadnell
Wooler
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
yes
no
no
yes
yes
no
no
no
yes
yes
no
no
yes
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
no
yes
yes
yes
no
yes
yes
yes
no
yes
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
Moderate
High
Low
MINOR_L
High
Moderate
High
Low
MINOR_L
High
High
High
Moderate
Moderate
Moderate
High
High
High
Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
High
High
Moderate
Moderate
High
High
Low
Low
MINOR_L
MINOR_L
High
High
High
Moderate
Moderate
Moderate
High
High
High
Low
Low
High
MAJOR_HU
MAJOR_HU
MAJOR_H2
High
High
Moderate
Low
High
High
Low
Low
MINOR_I1
MINOR_I1
High
High
High
Moderate
Moderate
Moderate
High
Very High
High
Low
High
Low
MINOR_L
MINOR_I1
MINOR_L
High
Low
High
Low
MINOR_I1
High
High
High
High
High
High
Low
High
High
High
High
Low
Moderate
Moderate
Moderate
Low
Low
Low
Moderate
Low
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_I1
MINOR_H2
MINOR_L
MINOR_I1
MINOR_HU
MINOR_I1
MINOR_HU
MAJOR_L
MINOR_HU
High
High
High
High
Low
Moderate
Low
Moderate
High
Very High
High
Very High
Low
High
Low
High
MINOR_I1
MINOR_H2
MINOR_L
MINOR_I1
Moderate
High
High
Moderate
Low
Low
High
Very High
High
Low
High
Low
MINOR_HU
MINOR_HU
MINOR_L
High
High
High
Very High
Very High
Moderate
Low
Low
High
High
Very High
High
High
High
High
High
Very Low
Low
Low
Low
MINOR_H2
MINOR_I1
MINOR_I1
MINOR_L
MINOR_L
High
Low
High
Low
MINOR_I1
High
Low
High
Low
MINOR_L
High
High
High
Low
Moderate
Moderate
High
High
Very High
Low
Very Low
Moderate
MINOR_I1
MINOR_I1
MINOR_I1
High
High
High
High
High
Moderate
Moderate
Low
Low
Moderate
Very High
High
High
High
Very High
High
Low
Low
Low
High
MAJOR_H2
MINOR_H2
MINOR_L
MINOR_I1
MINOR_H2
5 Crewe Street
70 Harbour Road
8 Main Street
Amerside Law Farm
Branton, Middlesteads, Glanton
Castlekirk, Chare Ends, Holy Island
Glebe Field, West Street, Norham
1382
1384
1385
1386
1387
1388
1389
0.01
0.04
0.02
0.02
0.03
0.08
0.60
422180
423504
421975
406250
404864
412616
389693
632059
629071
632104
627378
614862
642270
647258
1390
1391
0.13
2.07
400750
398772
651045 Land adj to Mariners Cottage, Cow Road, Spittal
654090 Land at West Hope, Castle Terrace
1392
1393
1395
1397
1398
1399
1401
1404
1405
1406
1408
1409
1411
1412
1413
1414
1415
1416
1419
1420
1449
1450
1451
1452
1455
1457
0.17
0.08
0.11
0.51
0.06
0.03
0.01
0.13
0.47
0.25
0.01
0.41
3.55
1.23
0.47
1.56
0.35
0.45
1.56
1.25
0.07
0.04
0.02
0.01
0.36
0.22
398977
399169
395377
403520
399346
390265
386266
391679
398739
396163
399918
393046
400516
400124
399817
400258
400005
399869
399814
399901
399277
410613
401686
410902
397194
402535
628431
641797
650006
643577
628284
647422
639297
638115
653659
652593
653174
650009
651854
653070
653114
651892
653119
652861
652082
653289
628184
633831
639716
633904
643378
644686
1458
1459
1460
0.67
0.03
0.46
403929
400008
400788
646518 Dowie House, Cheswick, Berwick-upon-Tweed
652976 Kings Head, 50-56 Church Street
649136 Kiwi Cottage
1461
1462
1464
1465
1467
1468
1476
1478
1479
1484
1485
1493
1497
1499
1503
1504
1507
1509
0.08
0.04
0.10
0.14
0.51
0.06
0.31
0.01
0.07
0.07
0.03
0.01
0.27
0.06
0.08
0.11
0.15
0.09
386329
412633
421978
389682
415049
415063
399451
421837
399120
406172
392980
421910
399739
392996
404343
401639
398966
410603
639606
642146
631811
647159
630257
630227
628256
631890
628010
626026
649892
631946
645155
649918
636163
639687
653813
633736
1511
1513
0.07
0.25
393574
399197
633844 Pennymead (land adj), Main Road, Millfield, Wooler
628507 Ryecroft Hotel, 28 Ryecroft Way, Wooler
Land between The Elms and Braemar, Ryecroft Way
Land to the rear of the Villa/Rose Cottage
Marion Lodge, Longridge
New Haggerston Dovecote, Haggerston
Site adj to 4 South Road, Wooler
South Lane, Norham
Tweed Storage, Cornhill on Tweed
8 Croft Gardens, Crookham, Cornhill
Castle Hills Farm
Lilliestead
9 Wallace Green
Former Horncliffe First School, Tofts Lane
Site 2 - Spittal Point, Spittal
Site 3 - The Barracks
Site 4 - Walkergate site
Site 5 - Sandstell Road, Spittal
Site 6 - Parade
Site 7 - The Maltings
Site 10 - Dock Road, Tweedmouth
Site 12 - Castlegate Car park
29 Church Street, Wooler
30 West Street
42 Main Street, Lowick, Berwick-upon-Tweed
5a & 7, High Street
Berrington Lough Farm
Buttery Hall Farm, Cheswick
Land adj 26 Station Gardens, Cornhill-on-Tweed
Land adj The Bungalow, Chare Ends
Land at 20 King Street
Norham CP School, Norham
Land to NE of Lucker Village Hall
Land to NE of Lucker Village Hall (2)
Plots 1, 2, & 3, Weetwood Road, Wooler
Rear 53/55 Main Street
Red Lion Hotel, 1 High Street, Wooler
Stables at The Manor House, Chillingham
The Old Church, Main Street, Horncliffe
5 The Old Bakery, Crown Street
Ancroft Town Farm
Builders Yard, Main Street
East Holburn Farm, Holburn Village
Former Builders Yard, 36 Main Street, Lowick,
Land adjacent to 37 Castle Terrace
Land to rear of 2a Williams Way
Seahouses
Beadnell
Seahouses
Not in a Settlement
Not in a Settlement
Holy Island
Norham
Spittal
Berwick-upon-Tweed
Wooler
Bowsden
Longridge
Not in a Settlement
Wooler
Norham
Cornhill-on-Tweed
Crookham
Berwick-upon-Tweed
Not in a Settlement
Berwick-upon-Tweed
Horncliffe
Spittal
Berwick-upon-Tweed
Berwick-upon-Tweed
Spittal
Berwick-upon-Tweed
Berwick-upon-Tweed
Tweedmouth
Berwick-upon-Tweed
Wooler
Belford
Lowick
Belford
Not in a Settlement
Not in a Settlement
Berwick-upon-Tweed
Berwick-upon-Tweed
Scremeston
Cornhill-on-Tweed
Holy Island
Seahouses
Norham
Lucker
Lucker
Wooler
Seahouses
Wooler
Not in a Settlement
Horncliffe
Seahouses
Ancroft
Horncliffe
Holburn
Lowick
Berwick-upon-Tweed
Belford
Milfield
Wooler
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
yes
no
no
yes
yes
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
yes
no
no
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
yes
no
yes
no
no
yes
yes
no
no
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
High
High
High
High
High
High
High
Low
Low
Low
Moderate
Moderate
Low
Moderate
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
High
MINOR_I1
MINOR_I1
MINOR_I1
MAJOR_L
MINOR_L
MINOR_L
MINOR_I1
High
High
Low
Moderate
High
High
Low
Low
MINOR_HU
MAJOR_HU
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
High
Moderate
Low
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Moderate
High
Low
High
Low
Low
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Very High
High
High
High
High
High
Very High
Very High
High
High
High
High
Very High
High
High
Very High
High
High
High
High
Very High
High
High
High
High
High
High
Low
Low
Low
Very Low
High
High
High
Low
Low
Low
Low
High
Low
Low
High
Low
Low
Low
Low
High
Low
Low
Low
Low
Low
MINOR_H2
MINOR_L
MAJOR_L
MINOR_L
MINOR_I1
MINOR_I1
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_I1
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
High
High
High
Low
Low
Low
High
High
High
Very Low
Low
Low
MINOR_L
MINOR_HU
MINOR_L
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
Low
Low
Moderate
Low
Low
Moderate
Low
Moderate
Low
Moderate
Low
Low
Moderate
Moderate
Low
Moderate
Low
Very High
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
High
High
High
High
Low
Low
High
Low
Low
Very Low
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_H2
MINOR_L
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_H2
MINOR_L
MINOR_I1
MINOR_I1
MINOR_L
MINOR_I1
MAJOR_L
MINOR_L
MAJOR_HU
MINOR_L
High
High
Moderate
Moderate
Very High
Very High
Moderate
High
MINOR_H2
MINOR_I1
1517
1522
1525
0.09
0.08
0.28
393482
390052
399677
1526
1527
1528
1530
1532
1533
1534
1535
1536
1537
0.04
0.22
0.06
0.69
0.34
3.54
0.04
232.75
0.06
1.42
400590
399473
385913
417224
403840
410695
421881
402600
399485
401882
1541
1542
1543
2000
2001
2002
2004
2005
2006
2009
2011
2012
2015
2016
1.87
0.05
10.71
0.14
0.37
1.14
3.79
0.03
0.01
0.07
0.01
0.08
0.03
0.14
398762
399428
400165
371028
384088
399317
406138
411805
410126
395911
406343
391040
393677
407448
633799 Milfield School Kitchen
647489 9 North Lane, Norham, Berwick-upon-Tweed
653315 Brucegate (Formerly Elders Yard)
Chris Booth Car Sales, Old Templars Hall, North
651625 Greenwich Road, Spittal
652346 Dock Road, Tweedmouth
639270 Garage Site, Main Street
625864 Grounds of Ellingham Hall
635619 Holburn Mill
633468 Land to the South of Rayham Close
632008 Londis Supermarket, 34-36, Main Street
637923 Moorhouse Farmhouse
651330 Site at Brickfield Lodge, Tweedmouth
616276 The Lodge, The Old Rectory
Land to the rear of 17-39 Mansfield Road
651474 (Hiveacres)
652548 36-38 Main Street, Tweedmouth
650779 Land at Springhill, Tweedmouth
564072 Land at Wapping South Haltwhistle
555832 Land South of Viewlands, Shilburn Road
564921 Milkwell Lane (2)
564187 Land at The Nurseries
564136 Wylam Wood Farm, Wylam Wood Road
562749 Oaklands Place No. 1
557422 Grain Store, Palm Strothers Farm
559981 Coach House, Cranford, Batt House Road
563742 The Coach House, Summerrods Estate
564168 Land to the rear of 17A Hallstile Bank
562029 Land off A695
2017
2019
2020
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
2032
2033
2034
2035
2036
2037
2038
2039
2040
2044
2046
2047
2048
2049
2050
2051
2052
2053
2054
2055
0.69
0.21
0.86
0.84
0.89
0.03
0.22
0.44
0.28
0.03
0.35
0.58
1.49
0.71
2.53
1.09
14.10
0.77
1.92
8.63
3.23
0.40
0.56
1.04
1.08
0.71
2.94
0.06
1.42
0.06
0.22
3.35
1.55
409324
363598
370950
400280
396798
388416
384218
384201
383495
365400
403909
383077
391953
391358
384540
383958
392415
363481
386967
410289
383601
393247
409801
383570
383773
384262
410879
398809
392899
399423
370552
369751
371040
563332
566481
564055
570701
559484
593277
564566
583299
583345
566274
560014
564342
573276
566423
564041
563867
562878
566505
573591
561778
583768
564666
565994
564165
564088
583607
563673
585750
563950
564658
564225
563640
564311
Land North of The Ford and West of Cockshott Dene
Irthing Park
Ashcroft Cottage
Badgers End
West Woodfoot Farm
3 West Townhead
Haydon Bridge Fire Station
Bellingham Highways Depot
Bellingham Fire Station
Longbyre former plantation
Land at South Cottage
Land West of Rattenraw Waite Farm
Hatchery House
Church Field 2
Land south of Esp Hill Farm
East Land Ends
Land at Causey Hill
26 Irthing Park
Simonburn Glebe
Land at Prudhoe Hospital (NHS LAND)
Reenes Farm
Burn Lane bus depot
Horsley Bank Farm Site 2
Land Adjacent A69 Haydon Bridge
Land at Innerhaugh
Land North West of Caravan Park
Land West of Eastwood Drive
Wind Cote Knowesgate
Hexham Police Station Shaftoe Leazes
Corbridge Police Station Aydon Road
Haltwhistle Police Station Aesica Road
Haltwhistle Industrial Estate
Land West of Mill Lane
Milfield
Norham
Berwick-upon-Tweed
Spittal
Tweedmouth
Cornhill-on-Tweed
Ellingham
Not in a Settlement
Belford
Seahouses
Not in a Settlement
Tweedmouth
Tweedmouth
Tweedmouth
Spittal
Haltwhistle
Allendale
Corbridge
Not in a Settlement
Wylam
Prudhoe
Not in a Settlement
Stocksfield
Not in a Settlement
Hexham
Mickley Square
Prudhoe
Gilsland
Haltwhistle
Great Whittington
Not in a Settlement
Otterburn
Haydon Bridge
Bellingham
Bellingham
Not in a Settlement
Broomley
Not in a Settlement
Barrasford
Warden
Haydon Bridge
Haydon Bridge
Hexham
Gilsland
Simonburn
Prudhoe
Bellingham
Hexham
Horsley
Haydon Bridge
Haydon Bridge
Bellingham
Prudhoe
Knowesgate
Hexham
Corbridge
Haltwhistle
Haltwhistle
Haltwhistle
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
no
yes
no
yes
yes
no
yes
yes
yes
no
yes
no
yes
yes
no
yes
yes
yes
no
yes
no
yes
no
no
no
yes
no
no
yes
no
yes
no
no
no
yes
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
yes
no
yes
yes
no
yes
yes
no
yes
yes
yes
no
no
yes
no
yes
yes
no
yes
yes
no
yes
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
yes
no
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
yes
no
no
no
yes
no
yes
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
no
no
yes
no
yes
no
yes
yes
no
no
yes
no
yes
no
no
no
yes
yes
yes
yes
no
yes
no
no
yes
yes
yes
yes
yes
no
yes
yes
no
no
yes
no
yes
no
yes
yes
no
no
yes
no
yes
no
no
no
yes
yes
yes
yes
no
yes
no
no
yes
yes
yes
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
yes
yes
no
no
no
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
High
High
High
Moderate
Moderate
Low
Very High
High
High
Moderate
High
Low
MINOR_H2
MINOR_I1
MINOR_HU
High
High
High
Very High
High
High
High
High
High
Moderate
Low
Moderate
Moderate
Low
Moderate
Low
Low
Moderate
Moderate
Low
Very High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Very Low
MINOR_HU
MAJOR_HU
MINOR_L
MINOR_I1
MAJOR_L
MINOR_L
MINOR_I1
MAJOR_L
MAJOR_HU
MINOR_H2
High
High
High
High
High
High
High
High
Moderate
High
High
High
High
High
Moderate
Moderate
Low
Low
Low
Moderate
Low
Low
Low
Moderate
Low
Moderate
Low
Moderate
High
High
High
High
High
High
High
Very High
High
High
High
High
Very High
High
Low
Low
Low
Low
Low
Low
Low
High
Low
Low
Low
Low
High
Low
MAJOR_HU
MAJOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
MINOR_H2
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
High
High
High
High
High
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
Moderate
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
Low
Low
Moderate
Moderate
High
Low
Moderate
Low
Low
Low
Low
High
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Moderate
Low
Low
Moderate
Moderate
Low
Moderate
High
Low
Low
Low
High
Very High
High
High
High
High
Very High
High
High
Very High
High
High
High
Very High
High
Very High
High
High
High
High
High
High
High
Very High
High
High
Very High
High
High
High
High
High
High
Low
High
Low
Low
Low
Low
High
Low
Moderate
High
Low
Low
Low
High
Low
High
Low
High
Low
Low
Low
Very Low
Low
High
Very Low
Low
High
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_H2
MINOR_HU
MINOR_L
MINOR_L
MINOR_H1
MINOR_H1
MINOR_L
MINOR_L
MINOR_H2
MINOR_L
MINOR_H1
MINOR_H2
MINOR_I1
MINOR_H1
MINOR_H1
MINOR_L
MINOR_H2
MINOR_I1
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_I1
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_HU
2056
2057
2058
2060
2061
2062
2063
2064
2067
2069
2070
2072
2073
2074
2075
2076
2077
2078
2079
2080
2081
2082
2083
2086
2087
2088
2090
2091
2092
2094
2095
2096
2098
2100
2102
2104
2105
2110
2115
2116
2119
2120
2121
2122
2123
2124
2126
2129
2132
2134
2137
2139
2141
2145
2146
2148
2149
2151
2152
2153
2154
2156
2157
0.76
0.09
0.10
0.05
0.06
0.12
0.03
0.36
0.01
2.22
1.75
4.39
0.26
0.15
5.16
0.98
0.59
0.01
0.10
0.12
0.03
0.03
0.02
0.45
0.16
0.03
0.13
1.38
0.18
0.07
0.46
0.50
0.54
0.05
0.12
0.03
0.03
0.02
0.23
0.33
0.08
0.15
0.02
0.54
0.01
0.13
0.01
0.13
0.32
0.08
0.39
0.16
0.52
0.12
0.10
0.01
0.04
0.08
0.28
0.01
0.31
0.04
0.01
371413
371215
394465
389407
370600
408041
409884
364865
386517
395232
406884
389170
391297
389321
387767
395686
396586
393357
404690
398910
408941
384384
403114
403840
391342
367950
382970
396630
373812
384964
405028
388332
405947
398975
406598
404672
394361
406006
383805
383979
400767
400084
393793
405273
391371
399087
406604
382693
399741
407471
403545
395800
384547
388865
402989
364603
368279
388364
372456
368677
391804
367940
370622
564156
564292
563425
575198
564295
561129
562299
561277
582241
565688
560458
567786
566533
568071
567711
563767
559485
564277
561475
585845
555280
564200
566403
560077
555789
554608
561187
574215
563844
548542
559194
568213
567457
564278
561289
561530
565239
553442
553408
556264
561657
564484
564031
565679
556648
564327
561358
554995
562964
562122
566070
557973
563821
567701
555574
566137
563482
591438
587334
561574
579342
556112
564036
Land at Townfoot Farmhouse
Land to the rear of Mill Croft Lane
Orchard Cottage, Fellside
Short Moor Farmhouse
5-7 Fair Hill
Land north of South Side Farm
77 Park Lane
Ash Cleugh Kellah
7 Railway Cottages
Land east of Oakwood
Grange Field, off 147 New Ridley Road
Land east of Broadway
Church Field
East Fourstones
South of Sidgate
Farmways site Corbridge Road
West Woodfoot Farm
The Coach House, Gilesgate
Bywell Hall
Knowesgate Farm Steading, Knowesgate
Newland South Farm
3 Shaftoe Street (Shop)
Newton Fell Farmhouse
Middle Farm East Acres Silver Birches Cottage
Stotsfold Hall Bothy Steel
Top Barn Knaresdale Barton Knaresdale
Hill Top Barn Langley
Well House Farm
Melkridge Farm
Corn Mill, Sparty Lea
Hindley Farm
Frankham Farm, Main Road, Frankham
Welton Town Farm, near Harlow Hill
Riverside Guest House
Branch House Main Road
Bywell Hall Stables
The Priory
The Granary, Shotleyfield Farm, Whittonstall
The Throstle, Studdon
Deneholme
Beauclerc
The Stables, Newcastle Road
1 Wentworth Place
Stelling Farm
Salmonfield Steel
Eastfield House, Main Street
3A Alexandra Terrace
Parkside
The Stables west of Farnley Hill
24 Burnside
Heathery Edge, Newton
Rye Hill Farm
Esp Hill Farm
Land adjacent to Riverside Cottage
Newfield Farm, Minsteracres
Land at Green Croft, Chapel Farm
Redpath Farm, Redpath
Old Town Farm
Falstone Farm
Park Methodist Chapel
High Cowden
Middle Town Farm
Vallum House, Westgate
Haltwhistle
Haltwhistle
Hexham
Not in a Settlement
Haltwhistle
High Mickley
Prudhoe
Not in a Settlement
Redesmouth
Oakwood
Stocksfield
Fourstones
Warden
Fourstones
Newbrough
Hexham
Not in a Settlement
Hexham
Bywell
Knowesgate
Not in a Settlement
Haydon Bridge
Not in a Settlement
Broomley
Not in a Settlement
Not in a Settlement
Langley
Not in a Settlement
Melkridge
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Corbridge
Stocksfield
Bywell
Not in a Settlement
Not in a Settlement
Not in a Settlement
Allendale
Not in a Settlement
Not in a Settlement
Hexham
Not in a Settlement
Not in a Settlement
Corbridge
Stocksfield
Not in a Settlement
Not in a Settlement
Mickley Square
Not in a Settlement
Not in a Settlement
Not in a Settlement
Fourstones
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Falstone
Park Village
Not in a Settlement
Not in a Settlement
Haltwhistle
no
no
no
no
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
yes
yes
no
yes
yes
no
yes
yes
no
no
no
no
no
yes
yes
no
no
yes
yes
no
yes
no
no
yes
no
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
yes
no
yes
no
yes
no
no
no
no
no
no
yes
no
no
yes
yes
no
yes
yes
no
yes
yes
no
no
no
no
no
yes
yes
no
no
yes
yes
no
yes
no
no
yes
no
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Moderate
Moderate
Low
Moderate
Low
Low
Moderate
Low
Low
Low
Low
Moderate
Low
Moderate
Low
Low
Low
Moderate
Low
Low
Low
Moderate
High
Low
High
Low
Moderate
Moderate
Moderate
Low
Low
Low
Low
Moderate
Low
Low
Moderate
Low
Moderate
Low
Moderate
Low
Low
High
Moderate
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Low
High
Low
Low
Low
High
High
High
High
High
High
High
High
High
High
High
High
Very High
High
Very High
Very High
High
Very High
High
High
High
Very High
High
High
High
Very High
High
High
Very High
High
Very High
High
High
Very High
High
High
Very High
High
High
High
High
High
Very High
High
High
Very High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
High
Low
High
High
Low
High
Very Low
Low
Low
High
Low
Low
Low
High
Low
Low
High
Low
High
Low
Low
Moderate
Low
Very Low
High
Low
Low
Low
Low
Low
High
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Very Low
Low
Very Low
High
Low
Low
Low
Low
High
Low
MINOR_H1
MINOR_HU
MINOR_L
MINOR_H2
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_H3
MINOR_L
MINOR_L
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_H1
MINOR_L
MINOR_H3
MINOR_HU
MINOR_I1
MINOR_I1
MINOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_I1
MINOR_L
MINOR_I1
MINOR_I1
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_H1
MINOR_HU
MINOR_L
MINOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_I1
MINOR_H1
MINOR_I1
MINOR_L
MINOR_H2
MINOR_H1
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_I1
MINOR_HU
2158
2160
2164
2168
2170
2172
2177
2178
0.02
0.08
0.05
0.02
0.01
0.04
0.10
1.40
370661
368173
371220
370518
370634
370620
366519
394379
564082
564128
564190
563904
564046
564313
564595
563542
Flower Shop, Main Street
Blenkinsopp Hall
Spotted Cow, Castle Hill
Eden House, Eden Lawn
Dental Surgery, Westgate
Rear of Glanton House, Fair Hill
College View East
Land to the south of Hillcrest Drive
2180
2181
2183
2186
2187
0.04
0.10
0.05
0.13
0.90
405435
388852
408653
370829
370041
561348
567767
563859
564086
563967
The Old Weigh Bridge Site, Stocksfield Station Yard
North of Station House
Ovingham Garage, The Gardens
Church Hall, Lantys Lonnen
Greystonedale Park Road
2188
2189
2190
2191
2192
2193
2194
2197
2198
2199
2203
2209
2210
2213
2214
2216
0.51
0.11
0.01
0.09
0.01
0.07
0.20
0.07
0.22
0.12
0.10
0.22
0.07
0.13
0.19
0.26
406249
406319
393206
393177
384419
363604
397973
399576
408904
389021
397689
411258
391976
401469
399098
401238
560524
560290
564380
566540
564207
566302
566775
564608
562334
567733
557802
564633
571496
561041
564381
561425
Land to west of Lynton Lodge 12 Apperley Road
39 Meadowfield Road St
20 Eilansgate Terrace
Barnfield House, Middle Farm
Land to the rear of 4 John Martin Street
Station Hotel
Holly Hall
North of Cherrybridge Cottage, Crofts Avenue
South of Edgewell Avenue
South of Broadway Gardens
Land east of Tree Tops
West Mews, Ovingham Road
The Crown Inn
Staward, Long Rigg
Bishops Garage Site, Main Street
South Close, Sandy Bank
2219
2222
2223
2224
2225
2226
2228
0.06
2.89
0.14
0.05
0.11
0.37
0.12
402118
383956
390593
390624
388953
363620
370777
561672
583137
575081
575141
593015
566285
564422
2230
2231
0.09
0.10
2233
2234
2239
2240
2243
2244
2245
2246
2247
2249
2252
2255
2257
2258
2260
2262
2264
2267
2269
Haltwhistle
Not in a Settlement
Haltwhistle
Haltwhistle
Haltwhistle
Haltwhistle
Not in a Settlement
Hexham
Stocksfield
Fourstones
Ovingham
Haltwhistle
Haltwhistle
Stocksfield
Stocksfield
Hexham
Acomb
Haydon Bridge
Gilsland
Not in a Settlement
Corbridge
Prudhoe
Fourstones
Slaley
Wylam
Humshaugh
Riding Mill
Corbridge
Riding Mill
370805
385985
Land to the east of 1 The Bungalow, Ford Terrace
Demesne Farm
North of North Farm Cottage
Land East of Methodist Chapel, Gunnerton
Between 2 & 3 Bankfoot
Gilsland Auction Mart
Willia Road
Plot 2, Land west of Scout Hut & east of 1 Adeline
564371 Court, Willia Road
577020 Hauliers Yard, Off Main Street
Haltwhistle
Wark
0.12
389040
592906 Land east of the telephone exchange, Bankfoot
Otterburn
0.56
0.04
0.18
0.17
0.06
0.07
0.16
0.16
0.97
0.22
0.10
0.20
0.12
0.03
0.09
0.06
0.16
0.09
388571
373913
373954
370547
370979
370580
363735
370016
393784
406333
397267
391661
393762
370348
384291
367243
392190
392610
593393
563951
585488
563874
564224
564139
566313
563643
563406
559754
557742
573252
563900
563909
564169
558449
564361
563191
Willow Green, East Townhead, Otterburn Phase 2
Land east of Garden Lodge, The Green
Smalesmouth Hill
Land adjacent South Vale, Edens Lawn
Land adjacent Grey Bull
Eschotts Coal Yard, Aesica Road
Alpha Mount
Land west of Hougill, Tyne View Road
Hackwood Park School Gallows Bank Hexham
Crabtrees, 12 Batt House Road
Land East of Slaley House Main Street Slaley
Cross Bank Cottage Barrasford
Land to the rear of 13-17 Priestpopple
New Glenwhelt West Road Haltwhistle
The Haydon Hotel Shaftoe Street
1 Chapel Terrace Lambley Haltwhistle
High Shaws Shaws Lane Hexham
Southside Causey Way Hexham
Riding Mill
Bellingham
Gunnerton
Gunnerton
Otterburn
Gilsland
Haltwhistle
Otterburn
Melkridge
Not in a Settlement
Haltwhistle
Haltwhistle
Haltwhistle
Gilsland
Haltwhistle
Hexham
Stocksfield
Slaley
Barrasford
Hexham
Haltwhistle
Haydon Bridge
Not in a Settlement
Hexham
Hexham
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
yes
no
yes
no
no
no
yes
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
yes
yes
yes
no
no
no
no
yes
no
yes
no
no
no
yes
no
yes
no
yes
yes
yes
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Moderate
High
High
High
High
High
High
Very High
High
Low
Low
Low
Low
Low
Low
High
Low
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H1
MINOR_L
High
Very High
High
High
High
Moderate
High
Low
Low
Low
High
High
Very High
High
High
Very Low
Moderate
Moderate
Low
Low
MINOR_H1
MINOR_H1
MINOR_L
MINOR_HU
MINOR_HU
High
High
High
High
High
High
High
High
Moderate
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
High
Low
Moderate
Low
Moderate
Moderate
Low
High
Low
Moderate
Moderate
Very High
Very High
Very High
High
Very High
Very High
High
High
High
High
High
High
High
High
Very High
Very High
High
High
High
Low
High
High
Low
Low
Low
Moderate
Low
Low
Low
Low
Moderate
High
MINOR_L
MINOR_L
MINOR_HU
MINOR_I1
MINOR_H1
MINOR_H2
MINOR_H3
MINOR_I1
MINOR_HU
MINOR_H1
MINOR_H3
MINOR_I1
MINOR_I1
MINOR_L
MINOR_H1
MINOR_L
High
High
High
High
High
High
High
Low
High
Low
Low
Low
High
Low
Very High
High
Very High
Very High
High
Very High
High
Moderate
Very Low
High
High
Low
High
Low
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_H1
MINOR_H2
MINOR_I1
High
High
Low
Low
High
High
Low
Moderate
MINOR_HU
MINOR_L
High
Low
High
Low
MINOR_H1
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Moderate
Low
Low
Low
Low
Low
Moderate
Low
Moderate
Moderate
Low
Low
Low
Moderate
Low
Moderate
High
Very High
High
High
High
High
Very High
High
High
High
High
Very High
Very High
High
Very High
High
High
High
Low
High
Low
Low
Low
Low
High
Low
Low
Low
Low
High
High
Low
High
Low
Low
Low
MINOR_H1
MINOR_H1
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_HU
MINOR_HU
MINOR_L
MINOR_H3
MINOR_H2
MINOR_HU
MINOR_HU
MINOR_H1
MINOR_L
MINOR_HU
MINOR_L
370982
393036
408385
383811
383701
564749 16 Milkwell Corbridge
556265 Deneholme Lodge The Dene Allendale
565851 Oakwood Cottage
Land South of Nursery Gardens Wapping
564140 Haltwhistle
564134 West End Garage Shaftoe Crescent Hexham
564338 Honeywood, Horsley Road
555919 Allendale Garage Market Place Allendale
555842 The Allendale Garage
Haltwhistle
Hexham
Ovingham
Allendale
Allendale
0.12
0.00
0.09
391809
399330
411356
570925 Land West of Greenfield Bungalow Hadrian Court
564757 16 Milkwell Corbridge
564836 Old Vicarage Church Road Wylam
Humshaugh
Corbridge
Wylam
2297
2298
2301
0.10
0.11
0.06
394510
384998
383703
Hexham
Not in a Settlement
Allendale
2302
2304
2307
2309
2310
2311
2313
2314
2319
2320
2321
0.05
0.02
0.18
0.07
0.22
0.15
0.26
0.39
0.35
0.24
0.03
370504
369791
392980
398678
388896
389916
400770
403768
408646
396928
393580
563986 Land South of The Coach House Halliwell Dene
548508 St Peters Church Sparty Lea
555935 Huntington Place Market Place Allendale
Land adjacent to 3 Stable Mews Station Road
563884 Haltwhistle
548413 Whitlow Farm Cottage Kirkhaugh
564392 Eilansgate House Eilansgate Hexham
565002 Eastlea Cow Lane Corbridge
593060 East Otterburn Farm, Bankfoot
592018 Heatherwick Otterburn
572192 Click 'Em In Farm Great Whittington
559998 West Oak Farm
553255 Low Waskerley Farm
566252 Sandhoe Hall
564190 Rear of 3 Market Street
2322
2323
2324
2327
0.04
0.10
0.05
0.02
408847
405530
384009
390682
563137
561422
564228
558359
Newsmarket, Former CO-OP Store, Castle Road
Burnside Joiners Shop
Hordley Acre House
Hamburn Hall Hexham
Prudhoe
Stocksfield
Haydon Bridge
Not in a Settlement
2329
2331
2335
2338
2339
2340
2341
2342
2343
2344
2345
2346
2347
2348
2349
2350
0.02
0.19
0.07
2.31
0.39
0.07
0.92
1.58
0.14
4.34
1.15
0.32
2.81
0.37
0.27
0.13
373668
362441
379224
410148
410038
393306
394550
393468
393467
395443
394133
387616
399161
398914
383976
383890
564087
594837
563442
561450
562091
563526
563580
563139
564266
563753
564000
567714
565025
565029
555804
555657
2351
2352
0.44
1.73
2353
2355
2356
2358
2360
2363
2365
2366
0.09
0.08
0.13
0.18
0.01
0.01
0.41
0.07
2271
2272
2274
0.01
0.05
0.17
399328
384025
394998
2275
2278
2280
2285
2286
0.65
0.11
0.07
0.07
0.03
2287
2290
2296
Corbridge
Allendale
Oakwood
Haltwhistle
Not in a Settlement
Hexham
Corbridge
Otterburn
Not in a Settlement
Not in a Settlement
Broomley
Not in a Settlement
Sandhoe
Hexham
Not in a Settlement
Not in a Settlement
Not in a Settlement
Prudhoe
Prudhoe
Hexham
Hexham
Hexham
Hexham
Hexham
Hexham
Newbrough
Corbridge
Corbridge
Allendale
Allendale
383505
383828
Hightown Farm Hightown Melkridge Haltwhistle
Lightpipe Kielder
Highcrook Farm Beltingham Bardon Mill
Land at Moor Rd South (2)
Land at Highfield North (Moor Rd 1)
Land East of Priestlands Drive
Land South of Beaufront Avenue
Land at Middle Shield Farm
Swimming Pool Market Street
Land South of Craneshaugh/Patterson Ford
Hospital land at Dean Street
Land at Sidgate
Land North of Synclen Estate
Land at The Riggs Estate
Land adjacent to Rectory Cottage, Lonkley
Land East of Allenfields
Land adjacent Westfield House and St Oswalds
583506 Court
583488 Former Bellingham Auction Mart
384425
392537
407424
388167
370755
370816
376259
390849
564214
564344
562299
594253
564108
564161
602708
584435
Anchor Garage at Shaftoe Street, Haydon Bridge
Low Leazes Lane Hexham
6-10 South View
The Cottage Otterburn Hall Otterburn
12 Main Street Haltwhistle
Conservative Club Main Street Haltwhistle
Former Byrness County First School
The Byre Ridsdale West Woodburn
Haydon Bridge
Hexham
Mickley Square
Not in a Settlement
Haltwhistle
Haltwhistle
Byrness
Ridsdale
Bellingham
Bellingham
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
yes
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
yes
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
yes
yes
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
yes
yes
no
yes
no
yes
no
yes
yes
yes
yes
yes
no
no
yes
yes
yes
no
yes
no
yes
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
no
no
no
yes
no
yes
yes
yes
no
no
yes
no
no
no
no
no
yes
no
yes
yes
no
no
yes
yes
no
yes
yes
no
no
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
High
High
High
Moderate
Low
Low
High
High
High
Low
Low
Low
MINOR_I1
MINOR_I1
MINOR_L
High
High
High
High
High
Low
Low
Low
Low
Low
High
Very High
High
High
High
Low
High
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
High
High
High
Low
Moderate
Low
High
High
High
Moderate
Low
Low
MINOR_I1
MINOR_I1
MINOR_L
High
High
High
Low
Low
Low
Very High
High
High
High
Low
Low
MINOR_HU
MINOR_L
MINOR_L
High
Very High
High
High
High
High
Very High
High
High
High
High
Low
High
Low
Moderate
Low
Low
High
Low
Low
Low
Low
High
High
Very High
High
High
High
High
High
Very High
High
Very High
Low
Low
High
Low
Low
Low
Low
Low
Moderate
Low
High
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_H1
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_HU
High
High
High
High
Moderate
Moderate
Low
Moderate
Very High
Very High
Very High
High
High
Moderate
High
Low
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
High
High
High
High
Moderate
High
High
High
High
High
High
High
High
High
High
High
Low
Moderate
Low
Low
Low
Moderate
Moderate
Moderate
Low
Low
Low
Low
Moderate
Moderate
Low
Low
High
High
High
High
High
High
High
High
Very High
Very High
Very High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
High
High
High
Moderate
Low
Low
Low
Low
MINOR_H1
MAJOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_H1
MINOR_I1
MINOR_L
MINOR_L
MINOR_H3
High
High
Moderate
Moderate
High
High
Low
Low
MINOR_L
MINOR_L
High
High
High
High
High
High
High
High
Low
Low
Low
High
Low
Low
Moderate
Low
Very High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Very Low
Low
MINOR_H1
MINOR_HU
MINOR_L
MINOR_H3
MINOR_HU
MINOR_HU
MINOR_H1
MINOR_L
2367
2368
0.02
0.11
393614
400133
2370
2372
2374
2376
2377
2379
2380
2382
2384
2385
2386
2387
2388
2389
2390
2395
0.07
0.13
0.48
0.24
1.10
0.84
0.16
0.50
0.07
0.05
0.35
0.79
0.07
0.21
1.98
0.51
371117
393259
392351
383769
392178
378200
388251
406320
390355
393235
383398
393047
366105
391636
390609
384069
2399
1.45
370269
563960 Rear of Pattinson Photography 1 Battle Hill Hexham
553917 Wall House Espershields Kiln Pit Hill
Garages to the Rear Of Castle Hill Terrace Castle Hill
564195 Haltwhistle
564714 The Orchard Cottage Tyne Green
564811 Garage, West Road
564638 Maresfield, Haydon Bridge
571277 Wayne Riggs
557430 Sawmill, Bearsbridge
593175 Land adj to Redewater View
564111 Land north of Ovington
574872 Land to N of Hall
566428 Land at Laburnum House, Main Street
564632 Site at Peelwell
563768 Orchard Gap
564786 South-west of site 10
570576 Land at New Houses
575201 Land W of North Farm
564167 Taits Haulage Yard Haydon Bridge
Former Goods Yard to the West of Haltwhistle
563736 Station Haltwhistle
2400
2401
2402
2403
2404
2405
2406
2407
0.16
0.03
0.70
0.51
0.09
0.08
0.11
0.10
401504
408385
399682
393030
378096
374099
383518
383033
561528
563641
564266
564531
564624
563861
584887
565181
2408
2409
2412
0.11
0.18
0.15
400665
391807
370195
570671 Land to the South of East Farm Great Whittington
560962 Windy Hill Farm Hexhamshire
564301 Plot 48 Meadow Grange Haltwhistle
2415
2416
2418
2419
2420
2421
2422
2423
2424
2425
2426
2427
2428
2429
2431
2433
2440
2441
2442
0.04
1.07
0.09
0.11
0.19
0.08
7.28
1.27
1.96
1.34
2.99
0.93
2.46
1.31
5.31
3.60
2.48
0.08
0.87
393481
377261
408837
406457
377119
376718
388352
391892
397710
397843
395588
395547
396273
395994
396870
406844
408337
392920
394751
564381
564658
563918
552472
602296
564370
592974
585658
585894
587128
581903
582635
582617
583642
585758
561420
564161
564381
563940
Land Opposite 15 & 16 Garden Terrace Hexham
Falcon Grange Bardon Mill
Land opposite 21 Castle View
Land East of St Johns Vicarage Snods Edge
Land at Border Park Services Byrness
3 Hillcrest Tow House Bardon Mill
Ray Estate, Otterburn
Ray Estate - Stiddle Hill Farm
Ray Estate - Blackhalls Farm
Ray Estate - Raechester Farm
Ray Estate - Sweethope Farm
Ray Estate - Hawick Fell Barn
Ray Estate - Hawick Farm
Ray Estate - Ferneyrigg
Ray Estate - Ray Demesne
Land at Whinny Bank
Land to north of Dene Garth
Eilansgate House, Hexham
Sunningdale, Corbridge Road
Hexham
Bardon Mill
Ovingham
Not in a Settlement
Not in a Settlement
Redburn
Otterburn
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Stocksfield
Ovingham
Hexham
Hexham
2443
2445
2446
2447
2448
2449
2453
0.12
12.78
0.12
8.21
2.85
1.92
0.65
400413
383257
383209
408286
410127
368662
371270
570900
555823
555643
563850
561660
561883
564060
Land adjacent to North Cottage, Gt Whittington
Broadwood Hall, Allendale (1)
Broadwood Hall, Allendale (2)
Bleach Green Farm
Moor View
Featherstone (1)
Spouty Well, Haltwhistle
Great Whittington
Not in a Settlement
Not in a Settlement
Ovingham
Prudhoe
Not in a Settlement
Haltwhistle
Land West of Kingmead Sandy Bank Riding Mill
Bridge End Inn West Road Ovigham
The Hayes, Newcastle Road
Land at Priors House Eilansgate Hexham
Land to the East of Greenside Bardon Mill
Land West of Flatt Field Melkridge
Haining Head Farm Bellingham
Land at ChesterWood Farm Haydon Bridge
Hexham
Not in a Settlement
Haltwhistle
Hexham
Hexham
Haydon Bridge
Humshaugh
Bearsbridge
Otterburn
Ovington
Gunnerton
Acomb
Haydon Bridge
Hexham
Not in a Settlement
Chollerford
Gunnerton
Haydon Bridge
Haltwhistle
Riding Mill
Ovingham
Corbridge
Hexham
Bardon Mill
Melkridge
Not in a Settlement
Not in a Settlement
Great Whittington
Not in a Settlement
Haltwhistle
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
yes
no
no
no
no
no
yes
no
no
yes
yes
yes
no
no
yes
yes
no
no
no
no
no
yes
no
no
yes
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
yes
yes
yes
yes
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
yes
no
no
yes
no
no
no
no
no
no
yes
no
yes
yes
yes
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
yes
yes
yes
yes
yes
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
yes
yes
yes
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
yes
no
yes
no
yes
no
yes
no
yes
no
yes
no
yes
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
High
High
Low
Moderate
Very High
High
High
Low
MINOR_HU
MINOR_L
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Moderate
Low
Low
High
High
Very High
High
High
High
High
High
High
High
High
High
Very High
High
Very High
Very High
Low
Very Low
High
Low
Moderate
Very Low
Low
Low
Low
Low
Low
Low
High
Moderate
High
High
MINOR_HU
MINOR_HU
MINOR_H1
MINOR_I1
MINOR_I1
MINOR_H1
MINOR_H1
MINOR_L
MINOR_L
MINOR_I1
MINOR_H1
MINOR_HU
MINOR_H1
MINOR_I1
MINOR_L
MINOR_I1
High
Low
High
Low
MINOR_HU
High
High
High
High
High
High
High
High
Moderate
Low
Low
Low
Low
Low
Low
Low
Very High
High
High
Very High
Very High
Very High
High
High
High
Very Low
Low
High
High
High
Low
Low
MINOR_L
MINOR_L
MINOR_I1
MINOR_HU
MINOR_H1
MINOR_H1
MINOR_L
MINOR_H1
High
High
High
Moderate
Moderate
Low
High
High
High
Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
High
High
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Moderate
Low
Low
Low
Moderate
High
Low
High
Moderate
High
Low
Low
Low
Low
Low
Very High
High
Very High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Very High
Very High
High
Low
Moderate
Low
Low
Low
Very Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_I1
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_I1
High
High
High
High
High
High
High
Moderate
Low
Low
Low
Low
High
Low
High
High
High
Very High
High
High
High
Low
Low
Low
High
Low
Low
Very Low
MINOR_I1
MINOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
2454
2455
2456
2457
2458
2460
2461
2462
2463
2467
2468
2469
2470
2471
2472
2473
2474
2475
2476
2477
2478
2479
2480
2481
2482
2483
2484
2485
2487
2489
2490
2491
2492
2493
2494
2497
2498
2499
2501
2502
2503
2504
2508
2.72
0.69
3.35
0.68
2.52
0.44
0.03
0.78
26.78
1.86
0.26
0.43
20.93
7.64
0.38
2.09
0.71
0.82
1.71
2.40
4.40
1.28
0.80
1.01
0.19
0.58
0.05
0.11
3.32
0.15
1.06
0.20
0.49
6.27
40.01
0.16
1.01
0.92
1.38
0.38
0.35
1.53
1.65
393373
393501
402094
394220
399659
387461
410028
384255
405850
393033
393053
393318
409438
399004
388331
388292
388238
388134
388769
388968
389164
392616
410231
383960
407319
377605
387992
388841
370765
393223
412238
383531
395625
401059
410500
393736
395784
393993
369952
370261
405341
399444
411285
563103
563004
561226
565068
565061
593747
562953
556029
561312
566269
566391
566606
556217
565231
567900
567790
567679
567733
567976
568001
568178
566241
564604
583582
567227
561508
593291
592701
586961
562335
564864
555740
563763
561516
562217
563914
563768
564003
563670
564509
561296
564874
565018
2509
2510
1.09
1.25
384166
378027
556124
564539
2512
2513
2514
2515
2517
2518
2519
2520
2521
2522
2523
2524
2526
2527
2528
2529
3.67
0.63
3.81
0.36
1.20
0.08
0.74
0.57
0.14
0.10
1.22
1.68
1.23
0.67
2.71
0.55
370654
397068
398511
395122
383053
401149
400552
384393
399029
392780
403424
403472
402366
402923
390423
390661
564528
566376
565126
565889
556224
582174
583135
583404
564417
564437
551226
552274
555329
557941
575074
575074
High Shield Cottage, Dipton Mill (1)
High Shield Cottage, Dipton Mill (2)
Land at Broomhaugh
Land at Bridge End
Land at Cragside, Deadridge Lane
Otterburn First School (2)
Oaklands House, Prudhoe (2)
Allendale Highways Depot & HWRC
Land at Stocksfield South of A695
Garden House Lane
Townfoot Farm
White House
Newlands
Milkwell
Newbrough & Fourstones (1)
Newbrough & Fourstones (2)
Newbrough & Fourstones (3)
Newbrough & Fourstones (4)
Newbrough & Fourstones (5)
Newbrough & Fourstones (6)
Newbrough & Fourstones (7)
Former Colliery Site
Wylam Pumping Station
North of Old School
Whittle Dene Water Treatment Works
Ridley Common Reservoir
Otterburn Water Treatment Works
Otterburn Mill former Pumping Station
Yarrowmoor Operations Centre
Black House Water Treatment Works
Bythorne Farm, Wylam
Land at Bridge End, Allendale
Red Lion Cottage, Corbridge Road
Land West of Sandy Lane
Prudhoe Hospital Site
Bus Station Site
Parkwell
Loosing Hill / Torch Centre
Composite SA226, 209, 192, 170, West End
Land at Elmfield Comb Hill
ED1.28 Stocksfield
Milkwell Lane (part)
Wylam Hills Cottage
North of Allendale Middle School (Local Plan
Allocation LR8.5)
Ashcroft Farm
Willia Road ( including saved former Local Plan
allocation 13.2)
Land at Sandhoe
Land at Corchester
Land at Oakwood
Thornley Gate, Allendale
Kirkharle Village
Newhouses, Kirkharle
Briar Hill, Bellingham
Princes St Garage, Corbridge
Broadway Garage, Hexham
Redwell Hall Farm
Birkenside
South Drive Plantation, Minsteracres
Low Fotherley
The Demesne, Gunnerton
Gunnerton North Farm
Hexham
Hexham
Riding Mill
Hexham
Corbridge
Not in a Settlement
Prudhoe
Allendale
Stocksfield
Acomb
Acomb
Acomb
Not in a Settlement
Corbridge
Fourstones
Fourstones
Fourstones
Fourstones
Fourstones
Fourstones
Fourstones
Acomb
Not in a Settlement
Bellingham
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Allendale
Hexham
Riding Mill
Prudhoe
Hexham
Hexham
Hexham
Haltwhistle
Haltwhistle
Stocksfield
Corbridge
Wylam
Allendale
Bardon Mill
Haltwhistle
Not in a Settlement
Corbridge
Oakwood
Not in a Settlement
Kirkharle
Not in a Settlement
Bellingham
Corbridge
Hexham
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Gunnerton
Gunnerton
yes
no
yes
no
no
no
no
no
yes
yes
no
no
yes
no
no
yes
yes
yes
yes
no
no
yes
yes
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
yes
yes
yes
no
no
yes
yes
yes
yes
no
no
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
no
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
yes
yes
yes
no
no
yes
yes
yes
yes
no
no
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
no
no
yes
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
yes
yes
no
no
no
no
yes
yes
no
yes
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
yes
yes
no
yes
no
no
yes
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
yes
no
no
yes
yes
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
no
no
yes
no
no
yes
no
no
no
yes
yes
yes
no
yes
yes
no
no
yes
yes
no
yes
no
no
no
yes
yes
yes
no
yes
yes
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
High
High
High
High
High
High
High
High
High
High
High
High
High
Very High
Very High
High
Very High
High
High
Very High
High
High
High
Very High
High
High
High
High
High
High
High
High
High
High
Moderate
High
High
High
High
High
High
High
High
Moderate
Moderate
Moderate
Low
High
Low
Moderate
High
Moderate
Low
Low
Low
Low
High
High
Low
High
Low
Moderate
High
Low
Low
Low
High
Moderate
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
High
High
Very High
Very High
High
High
High
High
High
Very High
High
High
Very High
Low
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
High
High
High
High
Very High
Very High
High
Very High
Very High
Very High
High
High
High
High
High
Low
Low
High
High
Low
Very Low
Low
Low
Very Low
High
Low
Low
Moderate
Very Low
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
High
Very Low
Low
Low
Low
Very Low
Very Low
Low
Low
Very Low
Very Low
High
High
Low
High
High
High
Low
Low
Very Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
MINOR_H1
MINOR_I1
MINOR_H1
MINOR_HU
MINOR_L
MINOR_L
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_H2
MINOR_L
MINOR_H1
MINOR_I1
MINOR_I1
MINOR_H1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_H1
MINOR_H3
MINOR_L
MINOR_L
MINOR_I1
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H1
MINOR_I1
MINOR_L
High
High
Low
High
High
Very High
Low
High
MINOR_L
MINOR_H1
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Moderate
Low
Moderate
Moderate
Low
Low
Moderate
Low
Low
Low
Low
High
High
High
High
High
High
High
High
Very High
Very High
Very High
High
High
High
High
Very High
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
High
Moderate
Low
Low
Low
Low
High
MINOR_L
MINOR_H3
MINOR_H1
MINOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_H1
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
2531
2532
2533
2534
2535
2536
2537
13.19
0.82
4.01
0.48
1.41
0.35
3.65
405450
391435
399777
384037
384510
384380
387531
560644
566601
564142
564478
564122
564562
567518
Old Ridley
Warden
Land adj The Hayes, Howden Dene
Belmont Stables, Haydon Bridge (1)
Field at Smiths Terrace, Haydon Bridge (2)
Coal Cells, Haydon Bridge (3)
Land at Sidgate Lane
2538
2539
2540
2541
2542
2543
2544
2545
2547
2548
2549
2550
2551
2552
2553
2554
2555
2556
2557
4.41
0.62
0.14
3.58
0.28
1.55
1.16
1.20
0.27
1.05
2.91
3.37
0.70
0.29
0.76
0.43
0.10
0.07
2.37
400628
366476
393020
377966
376805
391791
383682
408883
409962
411275
369575
409458
401132
401646
406892
393063
393100
369871
369755
570986
564568
563121
561424
564492
570649
564185
563197
563029
564887
563840
562210
558623
558436
563837
563833
563845
563584
564036
Land at Gt Whittington - South of Quarry House
Former Colliery Site at Blenkinsopp
Land at Wydon Burn
Shankhead Farm, Bardon Mill
Land to rear of The Forge, Tow House
Land at Chollerford
Land West of Langley Gardens
Land North of Castle View, Prudhoe
Land adjacent Holyoake Street, Prudhoe
Land west of Holeyn Hall Road
Land to west of Park Road
Highfield Lane
Burnt House
Sawmill
Land at Wellburn Farm
West Orchard House, Hexham
Graves Yard (Old Fire Station), Hencote
Land East of Crosshills, Haltwhistle
Land east of Park Road & north of Parklands
Great Whittington
Blenkinsopp
Hexham
Not in a Settlement
Redburn
Chollerford
Haydon Bridge
Prudhoe
Prudhoe
Wylam
Haltwhistle
Prudhoe
Not in a Settlement
Not in a Settlement
Ovington
Hexham
Hexham
Haltwhistle
Haltwhistle
2558
2559
2560
2561
2562
9.90
0.04
0.06
1.06
0.10
369334
365882
366029
366005
366127
563856
565437
565434
565550
565513
Land to west of Park Road & east of North Lodge
Land to N of Greenhead Bank/W of B6318
Infill site adjacent to Church House
Land West of Glenwhelt
Land North of Glenwhelt Bank
Haltwhistle
Greenhead
Greenhead
Greenhead
Greenhead
2563
2564
2565
2568
2571
2572
2574
2575
2576
2577
2580
2581
2582
2583
2584
2587
2588
2589
2590
2591
2592
2593
2594
2595
2596
2597
2598
2599
2600
0.42
0.11
0.30
0.21
1.05
0.50
0.56
0.49
0.23
1.25
2.06
0.85
0.06
2.74
0.14
0.30
1.80
0.07
0.23
0.50
0.22
7.96
0.54
5.25
1.09
13.88
3.54
0.30
0.51
366103
363490
406447
383702
378206
366006
362390
388645
387967
386007
392695
401294
366114
385776
392154
383565
411126
384345
391951
392732
401947
392728
383948
384480
392974
391679
393542
388845
384276
565405
566330
563913
555902
564636
565230
593777
567830
567818
577332
564590
561066
564859
577373
571340
583288
564589
564461
571318
557893
561252
566684
555697
555958
563880
571201
562835
587037
564491
Land South of Glenwhelt Bank & East of Tipalt Burn
Land east of Riversdale
Land at Ovington Lodge
Former Dale Hotel - site 1
Field to E of War Memorial
Land to west of School
Old Saw Mill site
Land to south of Kiln Cottages
Land at Newbrough - site 2
Land to N of Wark
Golf Club - area 2
Land at Long Rigg
Land to South of access to A69
Land S of St Michaels Church
Land E of Grey Cottage
Land S of The Rectory
Wylam Hall
Land E of St Cuthberts Vicarage
Land SW of St Peters Church
Land north of Village Hall
Land E of Whiteside
Land east of Crossbank
Land at Lonkley Bank
Land at Shilburn (Part Portgate Farm)
Westacres, Allendale Road
Land parcel at Humshaugh
Land adjacent to Dipton Mill Road
Land at Low Leam Farm
Church Street Industrial Site
Stocksfield
Warden
Corbridge
Haydon Bridge
Haydon Bridge
Haydon Bridge
Newbrough
Greenhead
Gilsland
Ovington
Allendale
Bardon Mill
Greenhead
Not in a Settlement
Fourstones
Not in a Settlement
Wark
Hexham
Riding Mill
Bankfoot
Wark
Humshaugh
Bellingham
Wylam
Haydon Bridge
Humshaugh
Whitley Chapel
Riding Mill
Acomb
Allendale
Not in a Settlement
Hexham
Humshaugh
Hexham
Not in a Settlement
Haydon Bridge
no
yes
no
no
no
no
yes
no
yes
no
yes
no
no
yes
no
yes
no
yes
no
no
yes
no
yes
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
yes
no
no
yes
yes
yes
yes
yes
yes
no
yes
yes
no
yes
yes
no
yes
no
yes
no
no
yes
yes
yes
yes
yes
yes
no
yes
yes
no
yes
yes
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
yes
no
no
yes
yes
no
no
yes
yes
no
no
yes
yes
no
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
yes
yes
no
no
no
yes
no
no
yes
no
no
no
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
yes
no
no
yes
yes
no
no
no
yes
no
yes
yes
no
yes
no
no
no
yes
yes
yes
no
yes
yes
yes
yes
no
yes
no
yes
no
no
yes
yes
no
no
no
yes
no
yes
yes
no
yes
no
no
no
yes
yes
yes
no
yes
yes
yes
yes
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
High
High
High
High
High
High
Very High
Moderate
Low
High
Low
Low
Low
High
High
Very High
Very High
Very High
Very High
Very High
High
Very Low
High
Moderate
High
High
High
Very Low
MINOR_H1
MINOR_I1
MINOR_I1
MINOR_H1
MINOR_H1
MINOR_I1
MINOR_H1
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
Low
Moderate
Low
Low
Moderate
Low
Moderate
Moderate
Low
Low
Moderate
Low
Low
Low
Moderate
Moderate
Low
Low
High
Very High
High
High
High
High
Very High
Very High
High
High
High
High
High
High
Very High
Very High
Very High
High
High
Low
High
Low
Low
Low
Moderate
High
High
Low
Low
Low
Low
Low
Low
High
High
High
Low
Low
MINOR_I1
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_H3
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
High
High
Very High
High
High
High
Low
High
Low
Low
High
High
High
High
High
Low
Very Low
Very Low
Low
Low
MINOR_L
MINOR_L
MINOR_H1
MINOR_H1
MINOR_L
High
High
High
High
High
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
Moderate
Low
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
High
Moderate
Low
Low
High
Very High
High
High
Very High
High
High
High
High
High
Very High
High
High
High
High
High
High
Very High
High
High
High
Very High
High
High
High
High
High
High
Very High
Low
High
Low
Low
High
Very Low
Very Low
Moderate
Moderate
Moderate
High
Low
Very Low
Moderate
Moderate
Very Low
Very Low
High
Low
Low
Low
High
Low
Low
Low
Low
Low
Low
High
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MAJOR_L
MINOR_H1
MINOR_H1
MINOR_H2
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_H1
MINOR_L
MINOR_I1
MINOR_H3
MINOR_L
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MINOR_I1
Land S of Shilburn Road
Greenlaw
Haltwhistle Fire Station
Prudhoe Fire Station
Burn Lane Highways Depot
Otterburn Highways Depot
Oaklands House & SSDO
Land north of Jameson Drive
Land adjacent to Stanegate & Sidgate Lane
The Old School, Bellingham
Land at Mickley Square
Land S of Peel Cottage
Eastwoods Farm
Tel Exchange Gaprigg (East)
Tel Exchange Gaprigg (West)
Rose Hill
Land at Bywell Avenue
Former Garage, Swalwell Close
Land South of Hillcroft Comb Hill
East Oakwood, Riding Estate
Land at The Riding, Riding Estate
Land at Kirkwhelpington, Newcastle Diocese
Langley Castle Estate, The Showfield
The Chare
Land at Chareway
Branch End Garage, Stocksfield
Land to West of Rowfoot Farm
Land adjacent to Rowfoot Schoolhouse
Evans Charity, Humshaugh
North of Prudhoe Town Centre
Edgewell House
Howden Dene
Former YHA & land West of Bellingham
North of The Heugh
East of Barrasford Mill
West of Percy Gardens
East of Eastlands
North of Cemetery
North of Piper Road
Land at Highford Park
Land at Eastwoods Middle School
Land at Garden House Farm
Blue Bell Works, Mount Pleasant
Land adjacent to 10 Hawkshope Hill
Land to the east of Kaymanton, Elvaston Road
Osborne House, Allendale
The Close, Main Street, West Woodburn
2 The Comb, Greenhaugh
Land to the north west of Cambuci, Station Road,
Allendale
Parkside Place, West Woodburn
Land north of Wychwood Barn, Henshaw
Millfield House, Millfield Terrace, Hexham
Land adjacent to 1 Police Houses, Haltwhistle
Land adjacent to Prospect House, Comb Hill,
Haltwhistle
Hindhaugh Farm, West Woodburn
The Old Forge Barrasford
5 The Avenue, Corbridge
2601
2602
2603
2604
2605
2606
2607
2608
2609
2610
2611
2613
2614
2615
2616
2617
2618
2620
2621
2622
2623
2624
2626
2627
2628
2629
2630
2631
2632
2633
2634
2635
2636
2637
2638
2639
2641
2642
2643
2644
2645
2647
2648
2682
2686
2687
2688
2689
1.28
3.84
0.29
0.14
0.54
0.52
0.85
4.92
1.25
0.42
1.28
0.50
6.44
0.21
0.30
0.72
0.02
0.02
0.28
9.04
4.01
2.31
3.30
0.15
1.10
0.35
0.73
0.18
2.07
4.90
1.63
15.74
1.33
0.37
0.77
1.06
0.48
1.67
1.87
4.22
2.58
0.30
0.24
0.21
0.06
0.01
0.04
0.02
384237
407304
369890
410070
393343
388410
409989
399998
387470
383899
407583
389707
411087
393591
393539
400300
394609
409480
370335
394781
393510
399468
384119
391639
393128
406655
368538
368445
391702
409697
408764
399850
384264
391753
391836
391729
399866
408569
408925
392436
410773
393019
406868
372319
393599
383682
389288
376740
555837
562132
563862
562992
564584
593421
562906
565298
567799
583556
562429
587103
563668
563785
563775
570811
563816
562798
564449
565696
565942
584434
563915
568910
564751
561342
560796
560751
571486
563141
562096
564572
583501
573275
573359
573499
584468
564207
564260
563212
563456
566024
561544
587742
563397
555821
586882
590446
2690
2691
2692
2694
2695
0.14
0.20
3.08
0.18
0.01
383719
390095
376183
393000
370530
556623
586099
564706
564301
564202
2697
2698
2700
2701
0.05
0.17
0.11
0.20
369976
387785
391692
399021
564705
584927
573287
564879
2703
2704
2705
0.06
0.20
0.11
410767
392986
392889
562969 Land to the rear of Eastwood Terrace, Prudhoe
566555 Land at Millersfield, Acomb
566617 Land adj to 102 Millersfield, Acomb
Allendale
Mickley Square
Haltwhistle
Prudhoe
Hexham
Otterburn
Prudhoe
Corbridge
Newbrough
Bellingham
Mickley Square
Not in a Settlement
Prudhoe
Hexham
Hexham
Great Whittington
Hexham
Prudhoe
Haltwhistle
Oakwood
Not in a Settlement
Kirkwhelpington
Haydon Bridge
Wall
Hexham
Stocksfield
Not in a Settlement
Not in a Settlement
Humshaugh
Prudhoe
Prudhoe
Corbridge
Bellingham
Barrasford
Barrasford
Barrasford
Kirkwhelpington
Ovingham
Ovingham
Hexham
Prudhoe
Acomb
Not in a Settlement
Falstone
Hexham
Allendale
West Woodburn
Not in a Settlement
Allendale
West Woodburn
Not in a Settlement
Hexham
Haltwhistle
Not in a Settlement
Not in a Settlement
Barrasford
Corbridge
Prudhoe
Acomb
Acomb
no
yes
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
yes
no
no
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
no
yes
no
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
yes
no
yes
yes
no
no
yes
yes
no
yes
no
yes
yes
no
no
yes
no
no
no
no
yes
no
no
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
no
yes
no
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
yes
no
yes
yes
no
no
yes
yes
no
yes
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
yes
no
no
yes
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
yes
yes
yes
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
yes
no
yes
no
yes
no
no
no
no
no
no
High
High
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
High
Very High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Low
Moderate
Low
Moderate
Low
Low
Moderate
High
Low
High
Low
Low
Low
Low
Moderate
Moderate
Low
Moderate
Low
Low
Low
Moderate
Low
Moderate
Low
Low
Low
High
Low
Moderate
Low
Moderate
High
Moderate
Moderate
Moderate
High
Low
Low
Moderate
Moderate
Low
Low
Low
Moderate
Low
Moderate
Low
High
High
High
High
Very High
High
High
High
High
High
High
High
High
High
Very High
High
Very High
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
High
High
Very High
Very High
Very High
High
High
High
High
Very High
Very High
High
High
High
High
High
High
Low
Low
Low
Low
High
Low
Low
Low
Moderate
Low
Low
Moderate
Very Low
Low
High
Low
High
Low
Low
Low
Low
Very Low
Low
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
High
High
High
Low
Low
Low
Low
High
High
Low
Low
Low
Low
Very Low
Moderate
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H1
MINOR_HU
MINOR_I1
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_I1
MINOR_H1
MINOR_I1
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_H3
High
High
High
High
High
Low
Low
Low
Low
Low
High
High
High
Very High
High
Low
Low
Low
High
Low
MINOR_I1
MINOR_L
MINOR_I1
MINOR_HU
MINOR_HU
High
High
High
High
Low
Moderate
Moderate
Moderate
High
High
Very High
High
Low
Low
High
Low
MINOR_L
MINOR_L
MINOR_H2
MINOR_I1
High
High
High
Moderate
Low
Low
Very High
High
High
High
Low
Low
MINOR_HU
MINOR_I1
MINOR_I1
2708
2709
2711
2713
2714
0.02
0.14
0.04
0.11
0.02
394874
392637
377968
390547
370859
561267
564182
564589
575023
564118
2715
2716
0.04
0.21
384307
394558
564180
568274
2718
2719
2720
2732
2733
2735
2736
2737
2739
2741
3000
3001
3002
3003
3005
3006
3007
3008
3009
3010
3011
3012
3013
3014
3015
3016
3017
3018
3019
3020
3021
3022
3023
3024
3025
3026
3027
3028
3029
3030
3031
3032
3033
3034
3035
3036
3037
3038
3039
3040
3041
3042
3043
3044
0.02
0.19
0.00
0.23
0.41
2.14
0.05
0.04
0.18
0.28
1.67
53.15
19.83
0.21
0.12
0.88
10.43
4.61
1.04
4.86
2.00
3.92
7.63
2.67
120.27
2.60
0.56
1.02
1.84
2.87
0.03
0.03
0.51
0.39
0.10
0.03
0.05
0.02
0.68
0.02
0.81
0.30
0.05
10.93
0.69
0.33
1.62
0.23
1.57
0.06
0.33
0.54
0.35
0.11
407514
407595
365387
366515
407416
384358
393452
391713
393702
393757
404011
421851
417810
427575
427584
412035
419845
414748
419280
417207
424455
419404
427779
425808
425416
420846
422558
422619
422853
420708
419987
419929
420223
419693
416449
419966
419900
419948
413060
419767
419978
416575
421648
422309
428738
429024
415403
419728
423227
413441
413542
413364
416759
420022
562098
565420
558475
564581
562743
583248
564232
571437
564110
564067
586409
587875
572194
591531
591643
575335
584133
594313
585944
572708
601175
586883
591719
600147
600911
585950
587500
587826
587846
586624
585862
585886
585912
586299
572924
585878
585867
585889
570746
586105
584565
572409
585228
582320
591338
590936
572297
585192
592038
570577
570615
570637
572809
585734
Lambshields Barn, Hexham
Viewlands, Osborne Avenue
Montcoffer, Bardon Mill
North Farm Barns, North Farm, Gunnerton
1 Central Place, Main Street, Haltwhistle
Former Haydon Hotel, Shaftoe Street, Haydon
Bridge
Codlaw Dene Farm
Land adj to Mickley and District Social Club, West
Road
Whittle Farm Cottage
Barn Opposite 23 Pennine Road
Land to North of Blenkinsopp Castle
Eltringham Farm
Redesmouth Road Bellingham
Hexham House, Gilesgate
Humshaugh Methodist Chapel
Prospect House (Council Offices)
Old Grammar School
Auction Mart (Scots Gap)
Pegswood North Farm (land at)
Prestwick Hall (land at)
Ellington Bridge (south east)
Mill Cottage (southeast)
Mill Cottage (adj)
Loansdean (land adj)
Longhorsley (land west of)
Springhill (land at)
Clickemin Farm (at)
North Broomhill 1st School (land adj)
Fulbeck (south) (land at)
Lynemouth Road (Land to rear)
Hadston Farm (Land opp)
Hadston/Broomhill
Plot 8595, Green Lane, Parish Haugh
East Farm & Factory Unit
Pegswood (Land north of)
Pegswood (land north east)
East Riding
Whalebone Lane Car Park (Olivers Mill)
Whalebone Lane Car Park (Whalebone Yard)
Morpeth Library, Gas House Lane
NCC Council Offices, 94 Newgate Street
Ponteland Car Park (Thornhill Road)
Whalebone Lane Car Park (Mc Gills Yard)
Whalebone Lane Car Park (Millside)
Whalebone Lane Car Park (Old Gaol Yard)
Green Rigg (northeast)
Morpeth Social Club (land adj)
Merley Croft, Loansdean
Ponteland Fire Station, Callerton Lane
Dunces House
Hepscott Park
Lynemouth Scrapyard
Queen Street Garages
80 - 100 Runnymede Road (rear), Darras Hall
Sun Inn (Car park and surrounds)
South Croft Stables (land at)
Tynedale House
Dyke House (west)
Prospect House, The Avenue (Medburn)
Bell Villa Garage, Ponteland Road
Benfield Renault Garage, Castle Bank
Not in a Settlement
Hexham
Bardon Mill
Gunnerton
Haltwhistle
Haydon Bridge
Not in a Settlement
Mickley Sqaure
Not in a Settlement
Halton le Gate
Not in a Settlement
Not in a Settlement
Hexham
Hexham
Humshaugh
Hexham
Hexham
Scots Gap
Pegswood
Ponteland
Not in a Settlement
Ellington
Not in a Settlement
Morpeth
Longhorsley
Morpeth
Ponteland
Broomhill
Morpeth
Ellington
Hadston
Hadston
Morpeth
Pegswood
Pegswood
Pegswood
Morpeth
Morpeth
Morpeth
Morpeth
Morpeth
Ponteland
Morpeth
Morpeth
Morpeth
Medburn
Morpeth
Morpeth
Ponteland
Morpeth
Not in a Settlement
Lynemouth
Lynemouth
Ponteland
Morpeth
Ulgham
Medburn
Medburn
Medburn
Ponteland
Morpeth
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
yes
yes
no
yes
yes
no
no
no
yes
yes
yes
yes
yes
no
yes
yes
no
no
no
yes
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
yes
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
yes
no
no
yes
yes
yes
yes
no
yes
yes
no
no
no
yes
yes
yes
yes
yes
no
yes
yes
yes
no
no
yes
yes
no
no
no
no
yes
no
yes
no
no
yes
yes
no
yes
yes
yes
no
yes
yes
yes
yes
no
no
no
yes
yes
no
no
yes
no
no
yes
yes
yes
yes
no
yes
yes
no
no
no
yes
yes
yes
yes
yes
no
yes
yes
yes
no
no
yes
yes
no
no
no
no
yes
no
yes
no
no
yes
yes
no
yes
yes
yes
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
yes
yes
no
no
yes
no
no
no
no
yes
yes
yes
yes
no
yes
yes
yes
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
yes
yes
no
no
yes
no
no
no
no
yes
yes
yes
yes
no
yes
yes
yes
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
yes
yes
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
High
High
High
High
High
Moderate
Low
Low
Low
Low
High
Very High
Very High
High
High
Low
High
High
Low
Low
MINOR_L
MINOR_HU
MINOR_H1
MINOR_L
MINOR_HU
High
High
Low
Moderate
Very High
High
High
Low
MINOR_H1
MINOR_L
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
Moderate
High
High
Moderate
High
High
Moderate
High
High
Moderate
Moderate
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
Moderate
Moderate
High
High
Moderate
High
High
High
High
High
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
High
Very High
Very High
High
Very High
High
Very High
Very High
High
Low
High
Low
Low
High
High
Low
Very High
High
Low
Very High
Low
Low
Low
Very High
Low
Low
Low
High
Very High
Very High
Very High
Very High
Very High
Very High
Very High
Very High
High
Very High
High
High
Very High
Very High
High
High
High
High
Very High
High
High
Very High
High
High
Low
Low
Low
High
High
Low
High
Low
High
High
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
Low
Moderate
Low
Low
Low
High
Low
Low
Low
Low
Moderate
Moderate
Moderate
High
Moderate
Moderate
Moderate
Moderate
Very Low
Moderate
Low
Low
High
High
Low
Low
Low
Low
Moderate
Low
Low
High
Very Low
Very Low
MINOR_L
MINOR_L
MINOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_H1
MINOR_H1
MINOR_L
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H3
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_H2
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
3046
3047
3048
3049
3050
3051
3052
3053
3054
3055
3056
3057
3058
3059
3060
3061
3062
3063
3064
3065
3066
3067
3068
3069
3070
3071
3072
3073
3074
3075
3076
3077
3078
3079
3080
3081
3082
3083
3084
3086
3087
3088
3090
3091
3092
3093
3094
3095
3096
3097
3098
3099
3100
3101
3102
3103
3104
3105
3106
3107
3108
3109
3110
0.36
1.12
0.33
0.01
10.10
3.61
2.61
0.42
24.89
6.97
0.32
0.17
0.09
0.19
0.33
0.65
1.54
1.37
1.40
0.05
0.80
1.74
0.23
0.56
0.49
20.48
39.46
34.18
65.44
0.61
0.05
4.57
3.20
34.66
23.29
6.82
57.95
0.38
0.14
2.36
2.02
0.37
0.11
0.23
1.63
0.57
1.42
0.24
0.08
0.21
0.08
0.09
1.50
42.83
0.01
0.20
1.68
42.06
0.04
0.12
0.06
0.28
0.09
420267
418888
425354
429526
418489
426224
425052
424956
418652
419325
419088
416453
418942
420047
415099
424530
416549
419854
425188
416385
418107
420069
420362
420213
420156
418758
418367
417959
419897
426365
429531
419296
419145
418531
420695
425299
420779
416502
416455
416530
420682
419658
418496
402862
424253
425346
413949
419511
425985
426486
416582
425230
413620
430147
416391
425185
418717
417507
420071
419927
419729
419823
428587
586155
587090
599115
591008
587499
591464
600439
600330
571954
587238
581801
572884
593535
585703
571445
601217
572660
584939
599891
573465
587952
584508
585965
585701
585746
587280
586930
586183
587235
591390
590996
586396
586325
587887
586213
599551
587585
573055
572983
572216
585470
586208
585017
571843
593829
599869
575946
585973
590277
591184
572804
599006
570774
590536
572897
594009
600194
581933
585751
586185
585917
585803
592969
Former Abattoir, Low Stanners
Fullbeck
Hadston First School (land adj)
Post Office (Lynemouth)
Northgate Hospital (south)
Linton Employment Site
Hadston Industrial Estate (North)
Hadston Industrial Estate (South)
Newcastle Airport (north)
St Georges/KEVI (land north of)
North Whitehouse Farm
Vicarage (Ponteland)
Earsdon Cottage
Benfield VW Garage, Castle Bank
Broadway Garage, Darras Hall
Broomhill First School
Callerton Lane Nursery
Cottage Hospital
Druridge Bay Middle School
Eland Green
Fairmoor (north), Fairmoor
Fire Station, Loansdean
Gas Works, Gas House Lane
Goose Hill Police Station, Goose Hill
Goose Hill School
Cotting Burn, Lancaster Park (North)
Lancaster Park (north), Fairmoor
Lancaster Park (South West)
St. George's Hospital (land north)
Linton County First School
Lynemouth Garage
Morpeth Chantry Middle School
Morpeth Newminster Middle School
Northgate Hospital (North), Fairmoor
Parish Haugh
Hadston (land to west of)
Pegswood Moor
Ponteland First School
Ponteland Library
Ponteland Middle School
Stobhill Railway Sidings
Telephone Exchange
West High House
West Road (Matfen)
Widdrington Grange View First School
Druridge Avenue (west)
The Beacon, West Thorn Farm
High Stanners Social Club (rear of)
Potland Farm
First Row
The Orchard, Callerton Lane
Sycamore Court (land adj)
Orchard House, The Avenue, Medburn
Lynemouth Conveyor (south)
Merton Road Car Park
Prospect House (W. Station)
Thirston House Gardens
Tranwell Airfield, Tranwell Woods
Castle Square Car Park
Dacre Street Car Park
Greys Yard Car Park
Leisure Centre Car Park (East)
North View (northeast)
Morpeth
Morpeth
Hadston
Lynemouth
Morpeth
Linton
Hadston
Hadston
Not in a Settlement
Morpeth
Not in a Settlement
Ponteland
Not in a Settlement
Morpeth
Ponteland
Broomhill
Ponteland
Morpeth
Hadston
Ponteland
Not in Settlement
Morpeth
Morpeth
Morpeth
Morpeth
Morpeth
Morpeth
Morpeth
Morpeth
Linton
Lynemouth
Morpeth
Morpeth
Morpeth
Morpeth
Hadston
Not in a Settlement
Ponteland
Ponteland
Ponteland
Morpeth
Morpeth
Morpeth
Matfen
Widdrington Station
Hadston
Not in a Settlement
Morpeth
Not in a Settlement
Linton
Ponteland
Hadston
Medburn
Lynemouth
Ponteland
Widdrington Station
West Thirston
Not in a Settlement
Morpeth
Morpeth
Morpeth
Morpeth
Ellington
yes
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
no
no
no
yes
yes
no
no
yes
yes
no
yes
no
yes
no
yes
yes
yes
no
no
no
yes
no
yes
no
no
no
yes
no
yes
no
yes
yes
yes
yes
yes
yes
yes
no
no
yes
no
no
yes
no
yes
no
yes
no
no
yes
yes
yes
yes
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
yes
yes
no
yes
no
yes
yes
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
no
yes
no
yes
no
yes
yes
yes
yes
yes
yes
yes
no
no
yes
no
no
yes
no
yes
no
yes
no
no
yes
yes
yes
yes
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
yes
yes
no
yes
no
yes
yes
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
no
no
no
no
no
yes
yes
yes
yes
no
yes
no
no
no
yes
yes
no
yes
no
no
yes
no
no
no
yes
no
no
no
no
no
yes
no
yes
yes
no
no
yes
no
no
no
no
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
yes
yes
yes
yes
no
yes
no
no
no
yes
yes
no
yes
no
no
yes
no
no
no
yes
no
no
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
yes
no
no
no
yes
yes
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
yes
no
yes
yes
no
High
Moderate
Moderate
High
High
Moderate
Moderate
Moderate
High
High
High
High
Moderate
High
High
Moderate
High
High
Moderate
High
Moderate
High
High
High
High
High
High
High
High
Moderate
High
High
High
High
High
Moderate
High
High
High
High
High
High
High
High
High
Moderate
High
High
Moderate
Moderate
High
Moderate
High
Moderate
High
High
Moderate
High
High
High
High
High
Moderate
Low
Low
Low
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Moderate
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Very High
Low
Low
High
Very High
Low
Low
Low
High
Low
High
Very High
Low
High
High
Low
High
High
Low
High
Low
High
Very High
High
High
Very High
Very High
High
Low
Low
High
Very High
Very High
Low
Very High
Low
Low
High
Very High
High
High
Very High
High
High
Low
Low
Very High
Very High
Low
Low
High
Low
High
High
Very High
Low
Very High
High
High
Very High
Very High
Very High
High
Moderate
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Moderate
Low
Very Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Very Low
Very Low
Moderate
Moderate
Very Low
Low
Low
Low
Moderate
Moderate
Low
High
Low
Low
Low
Moderate
Low
Low
Moderate
Low
Low
Low
Low
High
Moderate
Low
Low
Very Low
Low
Low
High
Moderate
Low
High
Low
Very Low
Moderate
Moderate
Moderate
Low
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_H3
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_H3
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_H1
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
3112
0.60
415274
3113
3115
3116
3117
0.45
1.54
0.08
0.38
419099
416182
410524
428652
597852 North High Moor Farm Cottages
Wansdyke House (land north east of), Lancaster
586588 Park
572064 Land East of Meadow Court, Darras Hall
584972 Broom House, High Angerton
591436 Colliery Tavern (south)
3119
3120
3122
3123
3125
3126
3127
3128
3129
3132
3133
3134
3136
3138
3139
3140
3141
3142
3143
3144
0.26
0.01
0.03
1.96
0.46
0.07
1.22
0.09
5.19
0.28
0.17
1.37
0.33
0.17
0.17
0.16
0.29
0.21
0.14
0.13
425183
419448
424586
424619
422196
429606
411928
410096
411456
419019
422673
411101
420326
419766
419795
419700
420164
420417
416323
421705
599323
586377
593808
593855
583808
591081
571871
571880
571213
586799
587613
571962
586127
585836
586210
585757
585889
585417
572914
591555
3146
3148
3149
3150
3151
3152
3153
3154
3155
3156
3157
3158
0.26
0.43
0.06
0.09
0.75
2.44
0.05
0.17
0.82
0.36
12.21
2.30
422281
418963
417413
419470
424053
419945
414904
415731
428528
421299
425586
413072
581975
572769
586228
582455
592552
584742
584218
572896
592475
580503
600389
570612
3159
3160
3161
2.17
2.52
0.29
415715
416073
417556
Stannington Station Road (71-73) (land between)
Prestwick Farm, Prestwick Whins
Oak Tree Cottage, (land east of), Spital Hill
Prospect Cottage (land adj), Glororum
Birchbeck, Ulgham Grange
The Kylins
Rydal Mount (adj), East Molesden
The Beeches (Ponteland)
West View (land adj), Windmill Hill
The Coppice (land adj), Great North Rd
Hadston Farm (The Steadings) (land at)
Green Rigg (east)
Meadow Court House (land west of), Runnymede
572456 Road, Darras Hall
579947 Broadlaw Farm
590438 The Garden
3162
3163
3164
3166
3167
3168
3169
3170
3171
3172
3173
3174
3175
3176
3177
3178
3179
3180
0.04
0.06
0.08
0.00
0.27
0.12
0.07
0.34
0.43
0.53
0.36
2.22
1.61
27.14
10.23
0.46
0.64
0.66
422334
418435
412128
419312
421405
422000
417009
416187
416212
414676
421067
419179
418222
417152
428717
425300
420229
420178
584191
587382
577091
582417
596069
582350
573304
572947
572896
576225
599189
587463
571334
572312
591320
600119
586421
586112
Earl Grey Arms Pub (former), Main Street, Red Row
Westgate House, Dogger Bank
East Acres (1)
East Acres
Limecroft
West Market Street
The Walled Garden, Dissington Garden House
Windy Walls
Eachwick Hall Stables
Peacock Gap House
Pegswood Garage, (former), Longhirst Road
Dalton Mill
Low Stanners
Leisure Centre Car Park (west)
Manchester Street Car Park (North)
Mathesons Gardens Car Park
Morpeth Library Car Park
Morpeth Railway Station Car Park
Ponteland Car Park (Station Cottages)
Cockles Cottage
7 Fieldhouse Close (Former Smithy adj Karamanda )
At Last (land west of), Fairmoor
Nun Hill Farm (land south of)
2, The Steadings, Glororum
Southern Wood, Chevington Moor
16 Park Drive (land north of)
The Vegetable Garden, Eland Hall Farm
Manners Meat
Auction Mart (Ponteland)
East Thorn, nr Kirkley Hall
Shaw Farm
Fullbeck Grange (Land North )
Newcastle Airport (land adj)
Clickemin Farm ( Land opp.)
Ellington Colliery
Hadston Precinct Car Park
The Mount
NCC Depot, Staithes Lane
Not in a Settlement
Morpeth
Ponteland
Not in a Settlement
Not in a Settlement
Hadston
Morpeth
Widdrington Station
Widdrington Station
Hepscott
Lynemouth
Not in a Settlement
Not in a Settlement
Not in a Settlement
Morpeth
Pegswood
Not in a Settlement
Morpeth
Morpeth
Morpeth
Morpeth
Morpeth
Morpeth
Ponteland
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Morpeth
Not in a Settlement
Ponteland
Ellington
Not in a Settlement
Hadston
Medburn
Ponteland
Not in a Settlement
Not in a Settlement
Hepscott
Morpeth
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Ponteland
Ponteland
Ponteland
Not in a Settlement
Not in a Settlement
Morpeth
Not in a Settlement
Ponteland
Lynemouth
Hadston
Morpeth
Morpeth
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
yes
no
no
no
yes
no
yes
yes
yes
no
yes
yes
yes
yes
yes
no
no
no
yes
yes
no
no
no
yes
no
yes
yes
yes
no
yes
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
yes
yes
no
no
no
yes
yes
yes
no
no
no
yes
yes
no
no
no
yes
yes
yes
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
no
yes
yes
yes
no
yes
no
no
no
yes
yes
yes
no
no
no
no
yes
no
yes
yes
yes
yes
yes
no
no
no
yes
yes
yes
no
no
no
no
yes
no
yes
yes
yes
yes
yes
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
Moderate
Low
Low
Low
MINOR_L
High
High
High
Moderate
Low
Low
Low
Low
Very High
High
High
High
High
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
Moderate
High
High
High
High
High
High
High
High
Moderate
High
High
High
High
High
High
High
High
High
High
Low
Low
Moderate
Moderate
Low
Moderate
Low
Low
Low
Low
Moderate
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Very High
Low
Low
High
High
Very High
Very High
Very High
Low
Low
High
Very High
Very High
Very High
Very High
Very High
High
Very High
Low
Low
High
Low
Low
Low
Low
High
High
High
Low
Low
Low
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Moderate
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
High
High
High
High
Moderate
High
High
High
Moderate
High
Moderate
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Very High
High
High
High
Very High
High
High
Very High
High
High
Low
Very High
High
Low
Low
Low
Moderate
Low
Low
Moderate
Low
Low
Low
High
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_H2
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
High
High
Moderate
Low
Low
Low
High
High
Low
Low
Low
Low
MINOR_HU
MINOR_H2
MINOR_L
High
Moderate
High
High
High
High
High
High
High
High
Moderate
Moderate
High
High
High
Moderate
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Very High
Low
High
High
Low
High
High
Very High
Very High
High
Low
Low
High
High
High
Low
Very High
Very High
High
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
Low
Low
Low
Low
Very Low
Low
Moderate
Moderate
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
3181
3182
3183
3184
3185
3186
3187
3188
3189
3190
3191
3193
3194
3196
3198
3199
3204
3207
3208
3210
0.79
0.02
0.06
0.05
0.05
0.10
5.55
17.19
8.12
0.24
2.04
0.11
0.35
0.09
0.03
0.74
0.17
0.35
0.31
0.09
420787
419811
416420
429211
429250
429268
424122
421125
416163
413057
420802
422359
421283
413367
424722
411842
406315
425230
419944
412992
584808
586160
572881
593600
593576
593566
593947
584779
571236
585778
579535
584234
597903
570475
601059
571851
583578
599384
588172
585839
3212
3216
3217
3218
3220
3221
3223
3224
3232
3233
3235
3236
3237
3238
3239
3240
3241
3242
3243
3244
3245
3246
3248
3249
3250
3251
3252
3253
3254
3256
3257
3266
3268
3271
3273
3276
3277
3279
3281
3283
3284
3285
2.47
0.04
0.32
0.06
0.40
0.17
0.09
0.53
0.13
0.08
0.26
7.82
26.42
2.06
2.99
2.50
0.08
0.08
0.43
1.95
0.30
0.08
0.04
0.03
0.04
0.96
0.06
5.45
0.55
0.28
0.13
0.54
0.02
2.13
0.53
0.17
0.06
0.34
0.07
0.17
0.57
2.29
422997
407793
420513
403089
425608
425376
425251
412945
418000
406052
413398
424416
413944
414405
428460
413463
416729
425103
421604
420766
422344
426173
417769
424666
418595
420220
413211
418768
417081
415796
428304
419285
407234
407072
418168
413766
425130
415309
411376
416486
415608
426264
587628
572124
592666
571915
595926
598637
599972
596792
587554
588152
581381
594433
570225
569817
592567
570442
572842
599914
585183
585748
584405
591380
573761
601201
572841
582973
568538
581880
598651
571126
592758
592659
581416
569077
599224
570708
599603
597650
569874
572877
569296
591006
Stobhill Club
Manchester Street (Institutional Site)
The Gables
The Gardens (9)
The Gardens (3)
The Gardens (1 & 2)
Grangemoor & Grange Rd (Land to rear)
Stobhill (land at)
Callerton Lane (land at)
West Throphill Farm (southeast)
Stannington First School (land adj)
Fieldhouse Close (8a)
South Eshott Farm
Three Acres
1 Radar Close
Dissington Hall
Corridge Farm
Garage Site, Main Street, Red Row
Howburn House, East Shield Hill
West Throphill Farm (southwest)
Welbeck Terrace (former) land adj Longhirst
Road/Butchers Lane
Northside
Tritlington Hall Farm Steadings
Black Bull (rear)
Widdrington Farm
Whitefield Farm, Red Row
Ambulance Station
North Birks Farm
Fintry (land west of), Fairmoor
Whitridge House
Manor House Dairy (land at)
Houndalee Farm (land at)
Woodhill Farm (land adj.)
Western Way (Land off, adj. 246)
Windmill Farm (land at)
Windyrigg
Ponteland Police House
Red Row Police House
Field No. 6018 (nr Coopies ind est)
Salisbury Street
Hepscott Station (land at)
Linton Scrapyard
Prestwick Mill Farm
Station Road (75)
Close House
Clifton Garden Centre, Great North Road
East Heddon Farm
Children's Hospital, Belts Lane
West Moor Works
132 Eastern Way (rear of), Darras Hall
Lilac Court, Cresswell Road
Tritlington Broom Farm
Sandyford Farm
Dodley Farm Cottages
Thirston New Houses
Newtongerrie (east)
Small World Gym (land adj), Front St, Red Row
South Highmoor Farm
Hazel Cottage
Pele House (Ponteland)
Callerton Grange Farm
Brookfield Linton
Morpeth
Morpeth
Ponteland
Cresswell
Cresswell
Cresswell
Widdrington Station
Morpeth
Ponteland
Not in a Settlement
Stannington
Hepscott
Not in a Settlement
Medburn
Broomhill
Not in a Settlement
Not in a Settlement
Hadston
Not in a Settlement
Not in a Settlement
Pegswood
Stamfordham
Not in a Settlement
Matfen
Widdrington
Not in a Settlement
Hadston
Not in a Settlement
Not in a Settlement
Not in a Settlement
Whalton
Widdrington Station
Ponteland
Ponteland
Ellington
Medburn
Ponteland
Hadston
Morpeth
Morpeth
Hepscott
Linton
Not in a Settlement
Broomhill
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Ponteland
Ellington
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Medburn
Hadston
Not in a Settlement
Not in a Settlement
Ponteland
Not in a Settlement
Linton
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
yes
no
no
yes
yes
no
no
no
no
no
yes
yes
yes
no
no
no
yes
yes
no
yes
yes
no
no
yes
yes
no
no
no
no
no
yes
yes
yes
no
no
no
yes
yes
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
no
no
yes
yes
no
no
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
no
yes
no
no
yes
no
no
no
no
yes
no
no
no
yes
yes
no
no
no
no
no
no
yes
yes
no
no
yes
yes
no
no
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
no
yes
no
no
yes
no
no
no
no
yes
no
no
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
High
High
Moderate
Moderate
Moderate
High
High
High
High
High
High
High
High
Moderate
High
High
Moderate
High
High
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
High
Very High
Very High
High
High
High
Low
High
High
Very High
High
Very High
Very High
High
Low
High
High
Low
Low
Very High
Low
Moderate
Moderate
Low
High
Low
Low
Low
Low
High
Low
High
High
Low
Low
Low
Low
Low
Low
High
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_L
MINOR_L
MINOR_H2
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_H2
High
High
High
High
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
High
High
Moderate
High
High
Moderate
High
High
High
Moderate
High
Moderate
High
High
High
High
Moderate
High
Moderate
Moderate
High
High
Moderate
High
Moderate
Moderate
High
High
High
Moderate
Moderate
High
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
High
Low
Low
Low
Low
Low
Low
High
Low
High
High
High
High
High
Low
Very High
Very High
Very High
Low
High
Low
High
High
High
High
Low
High
High
Low
High
High
Very High
Very High
Low
Low
High
Very High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Very Low
Low
High
High
High
Low
Very Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
Low
Low
Low
Moderate
Low
Low
MINOR_HU
MINOR_L
MINOR_H1
MINOR_L
MINOR_H3
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_HU
MINOR_I2
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_H2
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
3287
3288
3289
3290
3292
0.50
1.52
0.48
4.59
0.16
419598
402902
420843
420279
418931
589736
578017
585674
584217
586963
Hebron East Farm (northwest)
Toft Hall
Coningsby House, Salisbury Street
Southgate Wood
Rosebank, East Lane End
Hebron
Not in a Settlement
Morpeth
Morpeth
Morpeth
3293
3294
3295
3296
3298
3300
3301
3302
3303
3304
3306
3307
3308
3309
3311
3312
3313
3314
3316
3318
3319
3321
3322
3323
3324
3325
3326
3327
3328
3330
3332
3335
3337
3338
3341
3342
3344
3345
3349
3350
3351
3352
3353
3358
3359
3361
3362
3363
3365
3366
0.11
0.13
0.05
0.22
0.23
0.16
0.10
0.01
0.72
0.03
0.37
0.35
0.03
0.13
0.30
0.37
1.35
0.06
0.10
56.23
0.05
0.88
0.62
0.09
0.02
0.59
0.41
0.21
1.48
0.23
0.07
1.13
0.57
0.83
0.14
0.02
0.20
0.41
0.09
0.17
0.10
0.28
0.09
0.67
0.48
0.37
1.00
450.17
257.76
39.15
418144
424813
424661
424964
413353
413645
415394
423084
417323
420151
415801
410548
422719
424230
419325
422329
411388
426273
424337
418159
413640
414203
418945
419890
419737
426275
420124
413129
426179
412230
421555
413752
415581
416117
403988
416195
422121
419797
418078
407922
415986
413305
425385
423742
405720
413711
427442
422190
423809
422857
587453
600476
593557
593983
570560
578898
571473
592216
584906
586028
586607
585002
587497
599488
587057
583891
570004
591134
593861
580906
570660
596374
576932
586576
586149
591353
585801
570371
591245
576749
584184
570620
570461
570549
586493
598350
582309
586642
590788
587777
571226
570409
599100
594116
572902
570692
591609
593751
598370
594863
Mando and Moor House (Land between ), Fairmoor
Old School House
East Acres (51)
Gilnockie, Mile Road
Hayworth Croft (1-2)
The Gables
5 Crossfell (land west of), Darras Hall
Village Store
Mitford Steads
Cottage View House, Staithes Lane
Newton Park Farm, Mitford Estate
Angerton Broomhouse
1-5 De Walden Terrace
Woodside (land east of), Red Row
The Dell (Land adj to), Fullbeck
The White House
Hazel Barn
Whinholme
Hazeldene (Land adjacent to), Grange Road
St Mary's Hospital, Green Lane
Orchard House (Medburn)
Linden Hill Head Farm
Low House, Green Lane
Kings Avenue (31) Dacre Croft
51 Newgate Street
Garage Site (Linton)
Davidsons of Morpeth, Bridge End
Oakwood
AAF site
Highlander Garage
Redesdale House, Barmoor Bank, Barmoor
Harrison Hall
53 Edge Hill (land to rear), Darras Hall
Buildings at Home Farm, High Callerton
Garage Site (Scots Gap)
South Howdens Farm
Ash Cottage, Park Drive (19)
23 - 29 Kings Avenue (land to rear)
Low Espley Farm (land adj)
Longwitton Dene (northwest)
101 Eastern Way (land south of), Darras Hall
Beechwood
Caretakers House, Belle Villas, Red Row
Karva Furniture
Fenwick Tower Farm
Newtongerrie
Mill Court (Land to rear)
Stobswood Open Cast Coal Site
Maiden's Hall Open Cast Coal Site
North Stobswood Open Cast Coal Site
Not in a Settlement
Hadston
Widdrington Station
Widdrington Station
Medburn
Ogle
Ponteland
Ulgham
Not in a Settlement
Morpeth
Not in a Settlement
Not in a Settlement
Pegswood
Not in a Settlement
Morpeth
Hepscott
Not in a Settlement
Linton
Widdrington Station
Not in a Settlement
Medburn
Not in a Settlement
Not in a Settlement
Morpeth
Morpeth
Linton
Morpeth
Medburn
Linton
Not in a Settlement
Not in a Settlement
Medburn
Ponteland
Ponteland
Scots Gap
Not in a Settlement
Not in a Settlement
Morpeth
Not in a Settlement
Not in a Settlement
Ponteland
Medburn
Hadston
Widdrington Station
Not in a Settlement
Medburn
Ellington
Not in a Settlement
Not in a Settlement
Not in a Settlement
3367
3368
3370
3371
3372
3373
3.71
0.57
0.31
0.01
0.06
0.91
418439
418646
414722
410712
416009
423962
581290
582151
568121
569599
572837
589383
The Villas, Green Lane & Bets Lane (Land between )
Well Hill Farm Cottage (Land opp )
Holmside, Birk Road
The Coop
West Road (41)
Countryside/Willow Cottage
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Ponteland
Not in a Settlement
yes
yes
no
yes
no
yes
yes
no
yes
no
yes
yes
no
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
yes
yes
no
no
no
yes
yes
no
no
no
yes
no
no
yes
no
no
yes
yes
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
yes
no
yes
no
no
yes
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
yes
yes
no
no
no
yes
yes
no
no
no
yes
no
no
yes
no
no
yes
yes
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
yes
no
yes
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
no
no
no
no
yes
no
yes
no
no
yes
no
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
High
High
High
High
Moderate
Low
Moderate
Low
Low
Low
Low
High
Very High
High
Low
Low
Low
High
Very Low
Low
MINOR_L
MINOR_L
MINOR_HU
MINOR_H2
MINOR_L
Moderate
Moderate
High
High
High
High
High
Moderate
High
High
High
High
High
Moderate
High
High
High
Moderate
High
High
High
Moderate
High
High
High
Moderate
High
High
Moderate
High
High
High
High
High
High
Moderate
High
High
Moderate
Moderate
High
High
Moderate
Moderate
High
High
Moderate
Moderate
Moderate
High
Low
Low
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
High
Very High
High
Very High
High
High
Low
Low
Very High
High
High
Low
Low
High
High
Low
Moderate
Very High
Very High
Low
High
High
Low
High
Very High
Very High
High
High
High
Low
High
Very High
Low
Low
High
High
Low
Low
High
Very High
Low
Very High
Very High
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Very Low
High
Moderate
Low
Very Low
Low
Low
Low
High
High
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
High
Low
Moderate
Moderate
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_H2
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_H1
MINOR_HU
MINOR_HU
MINOR_L
High
High
High
High
High
Moderate
Low
Low
Low
Moderate
Low
Low
High
High
High
High
High
Very High
Low
Low
Low
Low
Very Low
Moderate
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
3375
3376
3377
3378
3379
3380
3381
3383
3384
3385
3386
3387
3389
3390
3392
3395
3397
3399
3401
3402
3404
3405
3406
3407
3408
3409
3411
3412
3413
0.21
0.16
0.05
0.13
0.14
0.20
0.12
0.02
0.06
0.09
0.14
0.08
0.08
0.74
0.85
0.68
13.07
0.09
0.50
0.11
0.23
0.21
0.27
0.16
0.26
2.97
0.37
0.20
0.01
420622
429270
419516
413055
421324
413594
416285
419498
403913
425266
421879
414697
414972
416047
418121
429551
420254
421246
418276
418285
421345
413056
424707
418019
419724
413701
410960
425568
419773
599055
593486
586541
570468
588076
570712
590867
586193
586637
599256
581569
584219
586127
570428
579843
591952
586844
579389
588671
599939
579329
570492
601108
587591
586019
570526
573010
599586
586181
Brocks Cottage
Well Cottage
Bolland Hall (land adj), Bullers Green
Kismet
Longhirst Golf Club, Longhirst Hall
Dyke House
Gorfen Letch Farm, Gorfen Letch
15 High Stanners
Woodville
Enfield House, Main Street, Red Row
Stannington Station Road (56)
West Molesden Farm
Cottage Bastle
Callerton Hall, High Callerton
West Duddo Farm (2)
Cresswell Home Farm
St Georges Hospital
3-4 Church Road
Capri Lodge, Northgate Farm
Deck House
Vale View (land north of)
Kildale Cottage
Nordstrom House
North End (rear of), Fairmoor
Royal Mail Depot, 18-22 Oldgate
Meadow View
Silver Hill Farm
Chevington Green
3a Manchester Street
Not in a Settlement
Cresswell
Morpeth
Medburn
Not in a Settlement
Medburn
Not in a Settlement
Morpeth
Scots Gap
Hadston
Not in a Settlement
Not in a Settlement
Not in a Settlement
Ponteland
Not in a Settlement
Not in a Settlement
Morpeth
Longhorsley
Not in a Settlement
West Thirston
Stannington
Medburn
Broomhill
Not in a Settlement
Morpeth
Medburn
Not in a Settlement
Hadston
Morpeth
3415
3418
3419
3422
3423
3424
3425
3427
0.20
1.83
8.63
0.16
0.11
0.05
0.34
28.78
413308
407940
408460
413386
415647
419979
411249
415347
570660
571740
571756
570517
571768
586609
574179
573964
Hayworth Croft Plots 4 and 5, The Avenue Medburn
Whinney Brae
Hawkwell (Land adj), Bridge End
Windyridge
12A The Wynde, Darras Hall
1 Northlands Road
High House Farm
Police HQ, Smallburn
Medburn
Stamfordham
Stamfordham
Medburn
Ponteland
Morpeth
Not in a Settlement
Ponteland
3428
0.10
416132
3430
3435
3437
3438
3439
3440
3441
3442
3443
3444
3445
3446
3447
3449
3450
3451
3452
3453
3454
3455
3456
1.10
0.70
0.09
0.18
0.10
0.01
0.10
0.02
0.32
0.05
174.20
0.09
0.15
0.03
0.53
0.61
0.12
0.01
0.09
0.22
0.73
417030
418532
416062
412853
426396
416038
427581
419827
406723
410975
420185
417445
411183
408073
413130
422166
420009
420048
422133
413242
416405
571369 54 / 56 Willow Way (land between), Darras Hall
Ponteland Golf Club (Clubhouse and Car Park), 53
572887 Bell Villas
585585 High House (land adj)
572824 West Road (33)
581422 Orchard House
591115 Meadowlands
573081 Meadowfield Ind Est (3)
591730 Rathburn House (adj), Ashington Road
586001 4 Market Place
587964 Southwitton Farm
572010 Dalton Farm (land at)
597274 Eshott Hall Estate
586221 Spital Hill Farmstead, Mitford Estate
571983 Holy Trinity Church
574303 Heatherslaw Farm
574939 Higham Fishing Lake (land adj), West of A696
583844 3 Fir Tree Copse
586627 4 Upper Fenwick Grove (land to north)
586612 28 Thorp Avenue
583798 Thornlea (4)
569042 Rose Cottage Granary, East Heddon
584596 East Coldside Farmstead, Mitford Estate
Ponteland
Ponteland
Morpeth
Ponteland
Whalton
Linton
Ponteland
Ellington
Morpeth
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Hepscott
Morpeth
Morpeth
Hepscott
Not in a Settlement
Not in a Settlement
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
yes
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
yes
yes
no
yes
no
no
no
no
yes
no
yes
yes
yes
yes
yes
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
yes
yes
no
yes
no
no
no
no
yes
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
yes
yes
yes
yes
no
no
no
yes
yes
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
yes
no
yes
no
yes
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
Moderate
High
High
High
Moderate
High
Moderate
High
High
Moderate
High
High
High
High
High
Moderate
High
High
Moderate
Moderate
High
High
Moderate
Moderate
High
High
High
Moderate
High
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Very High
High
Low
High
Low
Very High
High
Low
Very High
High
Very High
High
High
High
Low
Very High
Low
Very High
Very High
High
Low
Low
Very High
High
High
Low
Very High
Low
Low
High
Low
Low
Low
Low
Moderate
Low
Low
High
Low
High
Low
Low
Low
Low
High
Low
High
High
Low
Low
Low
Moderate
Low
Low
Low
Moderate
MINOR_H1
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_L
MINOR_H3
MINOR_L
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Very High
High
Very High
High
High
Very High
High
High
High
Very Low
Moderate
Low
Low
Moderate
Low
Low
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
High
Low
High
Low
MINOR_HU
High
High
High
High
Moderate
High
High
High
Moderate
High
Low
High
High
High
High
High
High
High
High
High
High
Low
Moderate
Low
Moderate
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
High
Low
Low
Low
Low
Low
Low
Low
High
Very High
High
High
Low
High
Low
Very High
Low
High
Low
High
High
High
High
High
Very High
Very High
High
High
High
Low
High
Very Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_L
MINOR_I2
MINOR_I1
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
587421
580973
577840
592078
590743
585359
568201
595427
580733
579677
579230
579338
593549
594099
589081
591503
591337
599245
591773
587225
570435
573473
577518
586831
Newton Underwood Farmstead, Mitford Estate
Rose Cottage
The Bungalow, Dissington Lane House Farm
A1 (land east of), near Bockenfield
Twizzell Poultry Farm
Station Road (14) (Land east of)
Shiney Row
Ulgham Grange Farm
Country Park Inn (former)
Moorhouse Farm
Smithy Cottages (Land opp.)
The Nursery
Abacus house (land at), Meadowfield Ind Est
Abacus House (opp)
Stobswood Brickworks
Meadowfield Court
Ellington (land at)
Bewick (North)
Bewick
Lynemouth conveyor (north)
Peacock Gap (southeast), Fulbeck
Coningsby House (Land north of)
83 Runnymede Road (land at), Darras Hall
Netherton Park (land at)
104a Runnymede Road, Darras Hall
West Moor Farm
Red House Farm
Woodside Crescent
Charles Street, Corner site, Charles Street & CoOperative Terrace
North Low House
The Tofts
East Fenrother Farm
Denecroft Care Home
Old Station Buildings, Coopies Lane
Sunniside Farm, East Heddon
West Forest
Netherton Park Stables, Netherton Park
The Beeches (Land opp )
The Limes (Land to rear)
Town Farm (land adj.)
79 East Acres
Whitegates (land adj), Robson's Field
Longhirst Reclamation Site
Ellington Reclamation (South 1)
Ellington Reclamation (South 2)
Swarland Terrace Reclamation Site, Red Row
Ellington Reclamation (southeast)
Whorral Bank Depot, Whorral Bank
Medburn Grange
Rowan Drive
Bounder House
Peacock Gap (east)
Pegswood
Not in a Settlement
Not in a Settlement
Not in a Settlement
Lynemouth
Morpeth
Not in a Settlement
Not in a Settlement
Not in a Settlement
Stannington
Stannington
Stannington
Widdrington Station
Longhorsley
Not in a Settlement
Ellington
Not in a Settlement
Hadston
Ellington
Not in a Settlement
Medburn
Ponteland
Not in a Settlement
Morpeth
585381
570098
582369
571729
571672
586537
583530
593422
Dairy Building, Angerton Home Farm (southeast)
South Dissington Farm
Bramblings (land adj), Tranwell Woods
Hawkwell Farm
Lane House, Cheeseburn Estates
1 Oswald Road
Corridge Farm (south)
Manor House
Not in a Settlement
Not in a Settlement
Not in a Settlement
Stamfordham
Not in a Settlement
Morpeth
Not in a Settlement
Cresswell
3457
3459
3460
3461
3462
3469
3477
3481
3482
3486
3487
3488
3489
3490
3491
3492
3493
3494
3495
3496
3497
3498
3499
3500
3503
3504
3505
3508
0.24
1.35
4.11
0.34
2.44
0.07
0.01
0.27
0.10
1.92
1.43
0.01
0.16
0.24
7.63
0.18
14.68
1.83
14.68
11.52
8.79
1.82
0.09
7.89
0.17
0.39
0.21
0.51
414823
425573
413492
417779
416257
413622
402966
424099
424847
421281
411895
413428
416158
416217
423913
416092
428169
429933
429902
429878
419243
420883
415445
421828
415295
412968
410813
425727
586122
590438
569789
597752
578692
566610
571830
592699
600398
581580
575229
570358
573015
573048
594689
573066
591701
592046
591454
590828
586787
585793
572170
580525
572208
594148
578622
599917
3511
3512
3514
3517
3518
3521
3522
3523
3524
3525
3526
3527
3528
3529
3530
3531
3532
3533
3534
3535
3536
3537
3538
3539
0.04
0.39
0.21
0.09
0.16
0.11
1.87
0.59
0.04
1.09
0.45
0.29
0.05
2.59
5.90
1.47
0.53
0.49
1.94
0.28
0.24
0.02
0.08
0.09
422503
414010
403300
417661
429451
420358
413737
419779
421551
421208
421249
421128
424763
414870
423781
427465
427462
425209
428586
421219
413549
416365
407012
419059
3540
3541
3542
3543
3544
3545
3547
3548
0.02
0.17
0.93
0.24
0.13
0.03
0.31
0.14
409438
412210
417571
407850
408592
420026
406330
429622
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Heddon on the Wall
Matfen
Not in a Settlement
Hadston
Not in a Settlement
Not in a Settlement
Medburn
Ponteland
Ponteland
Stobswood
Ponteland
Ellington
Not in a Settlement
Not in a Settlement
Lynemouth
Morpeth
Morpeth
Ponteland
Not in a Settlement
Ponteland
Not in a Settlement
Not in a Settlement
Hadston
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
yes
yes
no
no
yes
no
yes
yes
yes
no
no
no
no
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
no
no
yes
yes
no
no
yes
no
yes
yes
yes
no
no
no
no
yes
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
yes
yes
no
no
no
no
yes
no
no
no
yes
yes
yes
yes
no
no
yes
no
yes
yes
yes
no
no
yes
yes
no
no
no
no
yes
no
no
no
yes
yes
yes
yes
no
no
yes
no
yes
yes
yes
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
yes
yes
no
no
yes
yes
no
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
High
Moderate
High
Moderate
High
High
High
Moderate
Moderate
High
High
High
High
High
High
High
High
Moderate
High
High
High
High
High
High
High
Moderate
High
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Moderate
Low
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Very High
Low
High
Low
High
High
High
Low
Low
Very High
High
High
Very High
High
Low
High
High
High
High
High
Very High
Very High
High
High
High
Low
High
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
Low
Moderate
Low
Low
Low
Very Low
High
High
Very Low
Moderate
High
Low
Low
Low
Low
Low
Low
MINOR_H2
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
High
High
High
Moderate
High
High
High
High
High
High
High
High
High
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
High
High
Moderate
Moderate
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
High
High
Very High
High
Very High
High
Low
High
High
High
High
Low
Low
Very High
Low
Low
Low
High
Low
High
High
High
Low
Low
Low
Low
Moderate
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_L
MINOR_H1
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Moderate
Moderate
High
Very High
High
High
High
Very High
High
High
Low
High
Low
Very Low
Low
High
Low
High
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_I1
MINOR_HU
MINOR_L
MINOR_HU
Druridge Avenue
Hedgehope Crescent
Grange Road (adj)
Wellhill (adj), Tranwell Woods
Prospect Cottage (Medburn)
Plough Inn (adj)
Woodside, Belsay Road
Kiplaw Farm
Seaton Ryde (3), Tranwell Woods
Seaton Ryde (1), Tranwell Woods
Pinecroft (land at rear), Fieldhouse Lane
Laurel House, Oldgate
The Hemmell, Causey Park Bridge
Gate Lodge, Netherwitton Hall
Saltwick Plantation (land at), Tranwell Woods
3549
3550
3551
3552
3553
3554
3555
3556
3558
3559
3560
3562
3563
3564
3565
0.28
0.06
0.22
0.17
0.13
0.05
1.64
1.04
0.34
0.37
0.12
0.01
0.21
0.05
10.36
425443
425591
424292
417697
413395
417207
414284
411861
417908
417945
422448
419770
418826
410279
417738
599838
599822
594020
582209
570561
586021
574194
581177
582305
582264
584053
585911
594704
590550
581834
Hadston
Hadston
Widdrington Station
Not in a Settlement
Medburn
Mitford
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Hepscott
Morpeth
Not in a Settlement
Not in a Settlement
Not in a Settlement
3566
6.92
417727
583243 Commongate Plantation (land at), Tranwell Woods
Not in a Settlement
3567
3568
0.50
0.10
422056
421340
581397 Stannington Nursery (land rear), 58 Station Road
578994 Swan Farm (land adj)
Not in a Settlement
Not in a Settlement
3569
3570
3571
0.09
4.82
7.13
424672
414792
421067
601408 Broomhill Water Tower, Beehive House (land rear)
594910 Reivers Gate (land rear)
581604 Station Plantation, Moor Farm
Broomhill
Longhorsley
Not in a Settlement
3572
3573
3574
3575
3576
3577
3579
3581
3584
3585
3586
3587
3588
3589
3590
3591
3592
3593
3594
3595
3596
3597
3598
0.34
1.20
0.49
2.00
1.76
0.87
0.60
0.24
1.42
1.72
0.87
0.20
8.76
2.61
32.13
6.43
2.00
1.67
1.24
0.35
0.67
2.15
0.41
410146
409311
409749
408497
407876
407844
408630
417148
413787
419646
419636
429300
422403
428545
428721
418987
414979
407766
407905
423822
410712
418467
413274
590156
589483
590270
588136
587720
588841
589952
573457
566648
589487
589677
593340
582074
592875
592184
587699
596581
568403
568390
594474
590618
585181
567054
Netherwitton
Not in a Settlement
Netherwitton
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Heddon-on-the-Wall
Hebron
Hebron
Cresswell
Not in a Settlement
Ellington
Ellington
Morpeth
Not in a Settlement
Not in a Settlement
Not in a Settlement
Stobswood
Not in a Settlement
Morpeth
Heddon-on-the-Wall
3599
1.78
413812
566969
3601
3602
3603
3604
3605
3609
3612
3615
3616
3617
3619
3620
0.11
0.13
3.43
4.56
0.63
0.15
1.31
0.31
0.21
0.87
0.01
1.46
412574
412510
412539
412690
422096
411767
427189
409479
413494
405398
419958
403739
566820
566782
566982
566995
581738
574147
591363
571761
566022
572880
586312
575762
Netherwitton Mill (land adj), Netherwitton Farm
Longlea
Bellion Farm (land adj)
Wittonstone
Longwitton Dene (southwest)
Longwitton East Cottages, Longwitton Farm
Old Bellion
Eland Hall Farm (land adj.)
Antonine Walk (land to rear)
Redcourt (land adj)
Hebron East Farm (southeast)
Asta Cottage
Stannington Station Road (69-75) (land rear),
North View (southwest)
Ellington (west), 1st - 3rd Row (land at end)
Kater Dene Farm (land adj)
Linden Cottages (land adj), Linden Hall
Harlow Hill Farm
Harlow Hill Farm (adj)
Alma House
Barns Farm
Athy's Dean, Simonside Close (rear)
Bays Leap Farm (southwest)
Great Hill (land adj), Bays Leap Farm (south
southeast)
Old School House (land adj), Houghton North Farm
(adj)
Houghton North Farm
Houghton North Farm (north)
Houghton North Farm (northeast)
Stannington Station Road (59)
Low House
West Moor Farm
Broomy Hall
Heddon Low Farm
West Fenwick Farm
Hood Street Hall, Hood Street
Lynup Hill Farm
Heddon-on-the-Wall
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Heddon-on-the-wall
Not in a Settlement
Morpeth
Not in a Settlement
yes
no
no
no
no
no
yes
no
yes
no
no
no
yes
no
yes
yes
no
no
no
no
no
yes
no
yes
yes
no
no
yes
no
yes
yes
no
no
no
no
no
yes
no
yes
yes
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
yes
no
yes
no
yes
no
no
no
no
yes
yes
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
yes
yes
yes
yes
no
yes
yes
no
yes
no
no
yes
yes
yes
no
no
yes
yes
yes
yes
no
yes
yes
yes
yes
yes
no
yes
yes
no
yes
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
yes
yes
no
no
yes
yes
yes
yes
no
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
no
yes
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
Moderate
Moderate
High
High
High
High
High
High
High
High
High
High
Moderate
Moderate
High
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
Very High
High
High
High
High
Very High
Very High
Low
Very High
High
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
High
Moderate
Low
Moderate
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_H3
MINOR_H2
MINOR_L
High
Low
High
Low
MINOR_HU
High
High
Low
Low
High
High
Low
Low
MINOR_L
MINOR_L
Moderate
Moderate
High
Low
Low
Low
Low
Low
High
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_L
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
High
High
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
Moderate
Moderate
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
Low
Low
Low
Very High
Low
Very High
Low
Low
Low
Low
High
High
Low
Very High
High
Very High
High
High
Low
Low
High
High
Low
Low
High
High
Moderate
Low
High
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_H2
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_H3
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
MINOR_I1
MINOR_I1
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
High
Low
High
Low
MINOR_L
High
High
High
High
High
High
Moderate
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Moderate
High
High
High
High
Very High
High
Low
High
High
High
Very High
High
Low
Low
Low
Low
High
Low
Low
Low
Low
Low
Moderate
Low
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_I1
MINOR_I1
MINOR_L
MINOR_HU
MINOR_I1
3622
3623
3624
3626
3627
3629
3631
3632
3633
3634
3635
3639
3641
3642
0.47
0.12
0.10
0.15
0.04
0.09
0.04
1.20
0.38
0.17
7.52
0.13
0.28
0.14
419740
422140
413133
421443
416452
414026
429191
417887
414386
403919
417993
415991
412930
425141
595039
583271
570424
579258
572852
569825
593284
582118
572115
574374
571437
574712
581355
599575
Earsdon Hill
Burnside Kennels
Paddock House
Whitelands, Briery Hill Lane
Verger's Cottage, Main Street
Penny Hill Cottage, Wood Hill
Garden Cottage
Stonewell, Tranwell Woods
23 & 25 Western Way, Darras Hall
Low Hall Farm
Newcastle Airport (west)
Ecklindale, Smallburn
Southside House
Druridge View, Main Street, Red Row
Not in a Settlement
Not in a Settlement
Medburn
Stannington
Ponteland
Not in a Settlement
Cresswell
Not in a Settlement
Ponteland
Not in a Settlement
Not in a Settlement
Not in a Settlement
Whalton
Hadston
3643
3644
3645
3646
3647
3648
3649
3650
0.16
0.45
2.60
0.10
39.31
5.02
7.71
4.36
420912
414835
416944
419634
415176
418335
418024
418173
585692
594320
572184
586403
593829
572223
571635
571179
Coningsby House (north east), Salisbury Street
Church View (west)
Fairney Burn (adj), off Callerton Lane
Cottingwood Lane (rear)
Whitegates (south)
Prestwick Park (adj)
Newcastle Airport (north west)
Newcastle Airport (south west)
Morpeth
Longhorsley
Ponteland
Morpeth
Longhorsley
Not in a Settlement
Not in a Settlement
Not in a Settlement
3651
3653
3654
3655
3656
3657
3658
3659
3660
3661
3662
3663
3664
3665
3671
3673
3675
3676
3677
3678
3679
3680
3682
3686
3687
3688
3689
3690
3691
3692
3724
3725
3730
3732
4537
4540
4542
3.05
2.42
1.47
1.18
4.48
4.06
4.08
1.52
0.40
46.02
5.73
0.45
0.85
0.03
0.48
0.05
0.15
0.00
0.60
0.07
0.34
0.03
0.07
0.61
0.49
0.17
0.15
0.01
0.04
0.20
8.87
2.98
2.43
0.53
0.02
0.08
6.59
417991
421822
417511
421927
413470
417528
417709
417482
429169
421702
421673
418403
413599
414699
403056
429584
415158
419811
414507
424564
423605
408040
420966
417814
411061
411288
424519
429535
410382
427204
422712
423715
417010
414604
430046
430079
431846
585725
583752
572534
583480
570717
571914
571856
572020
593625
580080
581092
585960
569907
568164
573803
591974
571120
585991
571030
601249
590355
581540
587977
582257
583001
574393
589764
593505
582695
591351
588946
589333
573224
569603
579855
579893
579767
Mitford Water Treatment Works, Highford Bridge
Coalburn Farm (land south of)
Ridgely Drive, (land east of)
A192 (land west of)
Prospect Farm
Garden Centre (land west), A696
Garden Centre (land South West), Rotary Way
Garden Centre (North West), Rotary Way
The Gardens (4 to 8 and 10)
Netherton Park - Site B
Netherton Park -Site A
Abbey Mill, Abbey Mills
Furze Hill
Bellmoor, Holmside Farm, East Heddon
Ingoe Mill
Byre & Dairy building, Cresswell Home Farm
16 Woodside, Darras Hall
2/4 Newgate Street, Morpeth
238 Middle Drive, Darras Hall
7 The Turnbull Buildings, North Broomhill
Badgers Burn Cottage, Ulgham Lane
Bolam Tree Nursery
Building Plot, Hebron Road
Kylemore House, Tranwell Woods
Lane House, Meldon
Milbourne Hall, Milbourne
Old Moor Farm (Land adj), Longhirst
South Side (No.2)
Tile Sheds, Gallowhill
West Moor Farmhouse, Ellington
South East Longhirst
Station Cottages (land adj), Longhirst Colliery
Land south of Eland Hall Farm
Land at Birney Hill
5-7 Elliott Street
Land adjacent to 19 Winship Street
Blyth Links, South Shore (Old Caravan Site)
Not in a Settlement
Hepscott
Ponteland
Hepscott
Medburn
Not in a Settlement
Not in a Settlement
Ponteland
Cresswell
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Ponteland
Morpeth
Ponteland
Broomhill
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Cresswell
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Blyth
Blyth
Blyth
4546
0.72
428949
581897 Land to the rear of 475 Cowpen Road (Sidney Arms)
Blyth
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
no
yes
no
no
no
yes
yes
yes
yes
no
no
yes
no
yes
no
yes
no
no
no
yes
yes
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
yes
yes
no
yes
yes
no
no
no
yes
yes
yes
yes
yes
no
yes
no
no
no
yes
no
no
yes
no
yes
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
yes
no
yes
yes
yes
no
no
no
yes
no
yes
yes
no
no
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
yes
no
yes
yes
yes
no
no
no
yes
no
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
High
High
High
High
High
High
Moderate
High
High
High
High
High
High
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Moderate
Low
Low
High
High
High
Very High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_H3
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
High
Moderate
High
High
Low
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Very High
Low
High
Very High
Low
High
High
High
High
Low
Very Low
High
Low
Low
Low
Very Low
MINOR_I1
MINOR_I1
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
High
High
High
High
High
High
High
High
Moderate
High
High
High
High
High
High
Moderate
High
High
High
Moderate
Moderate
High
Moderate
High
High
High
Moderate
High
High
Moderate
High
Moderate
High
High
Moderate
Moderate
High
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Moderate
Low
Low
Moderate
Low
Low
Moderate
Low
Low
Low
Low
Low
Moderate
Very High
High
High
High
High
High
High
High
High
High
Very High
Very High
High
High
High
High
High
Very High
High
Low
Low
High
Low
High
High
High
Low
High
High
Low
Low
Very High
High
High
High
High
High
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Moderate
Low
Low
Very Low
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
Low
Low
Moderate
Very Low
Low
Low
Low
Low
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
Moderate
Low
High
Low
MINOR_HU
4552
4553
0.14
0.39
429265
430648
581088 Land adjoining playing fields, Swaledale Avenue
582137 Land at Chestnut Avenue
Blyth
Blyth
4557
0.12
429988
579761 Newsham CO-OP (above store), Newcastle Road
Blyth
4559
0.13
428187
581611 Land to the rear of public house, 2 Front St, Bebside
Blyth
4560
4561
4562
4563
4564
4567
4569
4570
4572
4573
4574
4576
4577
4578
4580
4584
4586
4587
4589
4592
0.16
0.20
0.26
0.28
0.55
0.82
1.40
2.08
6.96
13.81
15.29
16.33
0.06
0.23
0.61
0.28
0.09
7.67
0.65
1.39
431517
429590
429363
431760
428027
428740
429199
431679
431218
430488
430404
432045
427610
426643
426983
431997
434150
430029
430281
432784
580680
581221
581550
581392
581487
581697
581284
581055
582022
582210
582405
580679
577787
576347
575637
574666
575817
575914
575328
577353
4593
0.10
428724
574432
4599
4602
0.25
2.93
431744
428926
581005
574872
4603
0.74
429537
582106
4605
4606
4607
4608
4609
1.88
0.30
0.30
0.29
1.28
430010
429635
431292
428733
428772
582453
582023
581826
574947
574873
4610
4611
4612
10.14
0.30
0.78
432030
431406
425016
578562
581703
579011
4620
4622
1.87
27.46
428882
429496
580901
579370
4627
4629
4630
4633
4644
9.45
7.16
3.28
12.40
8.65
431088
429589
429635
429676
427587
576944
576105
575654
578984
578780
4645
4647
4652
4653
4655
4.25
0.84
34.46
0.01
0.19
427546
430166
425012
431471
426764
579077
579409
576595
581235
576769
4661
0.39
434132
575859
Land to the rear of Shotton Avenue, Hunter Avenue
Land to the rear of Percy Arms, Brierley Road
Briardale Road, Nordale Way, Cowpen
Plessey Road First School, Plessey Road
High House Farm, Front Street, Bebside
Bebside Middle School, Cowpen Road
Tynedale Middle School, Tynedale Drive
Crofton Mill Site, Plessey Road
Wimbourne Quay
Former Bates Colliery Site (Phase/Area 1)
Bates Colliery Site (Phase/Area 2)
Blyth Estuary Site - South Harbour
Land at Caringlass Green
Land at Hall Close Grange
Cragside First School, Cateran Way
Land at East Grange, Holywell
The Delaval Arms
Wheatridge Park
Council Offices, Avenue Road
Seaton Sluice Middle School, Alston Grove
Land to the rear of Seghill Community Centre, Main
Street
Industrial land to the rear of 55-73 Woodbine
Terrace
Former Brickworks, Pitt Lane
Land South of Northumbrian Water, Blyth Riverside
Business Park
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Cramlington
Cramlington
Cramlington
Not in a Settlement
Seaton Sluice
Seaton Delaval
Seaton Delaval
Seaton Sluice
Area A Cowley Road, Blyth Riverside Business Park
Land to the rear of Aldi, Cowpen Road
Burt Street Units
Northern Yard off Pitt Lane
Various Buildings and Builders Yard, Pitt Lane
Wartime Structures on Land at Gloucester Lodge,
A193, Land at Links between Seaton Sluice and
Blyth
Land at Seaforth Street
Land at West Hartford Farm, off A192
West Blyth Area 2, Land to the East of Chase Farm
Site
Land at Newsham, South of Blyth Golf Course
New Hartley Area 1, Land to the East of Seaburn
Avenue
Land to the rear of Wheatfields
Land at Hastings Arms, Astley Road
Land at Newsham
Land at Shankhouse
North East Cramlington, Land to the East of Bog
Houses
Land to the rear of 17 Carlton Ave
South West Sector Application Site
30 Rowley Street
Westfield, Cramlington Village
Beresford Lodge and land to rear of the lodge,
Beresford Road
Blyth
Blyth
Blyth
Seghill
Seghill
Seghill
Blyth
Seghill
Blyth
Not in a Settlement
Blyth
Cramlington
Blyth
Not in a Settlement
Not in a Settlement
Not in a Settlement
Seaton Delaval
Not in a Settlement
Not in a Settlement
Not in a Settlement
Blyth
Not in a Settlement
Blyth
Cramlington
Seaton Sluice
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
no
yes
no
no
yes
yes
yes
yes
yes
no
yes
yes
no
no
yes
no
yes
no
yes
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
yes
yes
no
yes
yes
yes
no
yes
no
yes
no
yes
yes
yes
yes
yes
yes
no
yes
yes
yes
no
yes
yes
yes
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
no
no
no
no
no
no
no
yes
yes
yes
no
yes
yes
yes
no
yes
no
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
yes
no
yes
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
yes
no
no
no
yes
yes
yes
no
yes
yes
yes
no
yes
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
Moderate
Moderate
Low
Low
High
High
Low
Low
MINOR_HU
MINOR_HU
Moderate
Low
High
Low
MINOR_HU
Moderate
Low
High
Low
MINOR_HU
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
High
High
High
High
High
High
Moderate
High
Moderate
Moderate
High
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Moderate
Low
Low
Moderate
High
High
High
High
High
High
High
High
High
Low
Low
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Very Low
Very Low
High
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
High
Moderate
High
Low
MINOR_L
Moderate
Moderate
Low
Low
High
High
Low
Low
MINOR_HU
MINOR_L
Moderate
Low
Low
Very Low
MINOR_HU
High
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
High
High
High
High
Very Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
High
Moderate
Moderate
Moderate
Low
Low
High
High
High
High
Very Low
Low
MINOR_H2
MINOR_HU
MINOR_HU
Moderate
Moderate
Low
Low
High
High
Low
Low
MINOR_HU
MINOR_HU
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
High
High
High
High
High
Low
Low
Low
Low
Very Low
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
Moderate
Moderate
Moderate
High
High
Low
Low
Low
Moderate
Moderate
High
High
High
High
High
Very Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
High
Moderate
High
Low
MINOR_L
Land around and including Malvins House Close
Wheatridge Park Phase 2 extension
Newsham North Farm, South Newsham Road
Link House Buildings and Land, Links Road
Land at South Beach Community Centre, South
Beach
Land at South Beach Community Centre, South
Beach
Land Off Sandringham Drive
Land Off Sandringham Drive
Land to the Northof Park Farm Cottages
As New Motor Factors, 2 Double Row
Land at South West Newsham
4663
4664
4668
4669
0.45
2.42
1.72
1.36
430095
430216
430941
431923
581441
576055
579198
579489
4670
0.16
431285
579708
4670
4671
4671
4672
4692
4694
0.16
1.13
1.13
2.35
0.42
12.92
431285
430633
430633
430228
429648
430074
579708
579420
579420
579205
575960
578906
4696
0.62
429944
581825 Former Bates Staiths Railway Line adj Malvins Rd.
4697
4698
3.69
1.95
428274
428063
581210 Site B South of Bebside Rd, Front Street Bebside
574460 Rose Park Estate Adjacent Seghill Hall
Blyth
Not in a Settlement
4700
4701
4702
4703
4705
4706
4707
4712
4713
4714
4715
4718
4720
0.47
38.45
1.49
124.15
0.06
0.64
0.17
4.28
0.57
0.21
2.46
3.71
2.40
428810
426165
426126
424865
429739
429711
429877
431627
427586
430329
429933
426844
427626
574885
577424
578298
576286
579614
575887
575823
580532
578706
582014
575016
581032
581192
Seghill
Cramlington
Cramlington
Cramlington
Blyth
Seaton Delaval
Seaton Delaval
Blyth
Cramlington
Blyth
Not in a Settlement
Not in a Settlement
Not in a Settlement
4721
4722
0.10
29.20
430852
431462
Land Adjacent Middle Farm, North of Talbot House
Land North of Station Road
Land to the West of Cheadle Avenue
Land at South West Sector
Land Adjacent to 44 Beatrice Avenue
Land at Double Row
Doctor Surgery Site, Wheatridge Park
Wensleydale Middle School, Dent Street
Cramlington Fire Station, Shankhouse
Blyth Fire Station, Cowpen Road
Brickyard Field, Mares Close
Land to the West of North Farm, Bebside
Land to South of Bebside Road, Bebside
Car parking area of the Blyth Comrades Club, Wright
581640 Street
575058 Land at North Farm, Holywell
4724
0.30
430823
4725
56.99
426251
4726
4.46
428105
4726
4730
4732
4733
4.46
6.15
5.71
8.91
428105
426565
427609
427880
4734
4735
4736
1.94
10.09
2.11
428023
429082
431990
4737
4741
4742
0.38
1.41
0.30
431779
427159
428659
4743
4744
4749
4752
4753
4754
4755
0.23
5.80
1.36
0.07
0.42
0.09
11.10
428489
428156
427430
433879
429603
426794
431784
575272 Seaton Terrace Nursery School, Fontburn Road
East Hartford Farm, Land to the West of East
579212 Hartford
Site adjacent to (to the NE of) High House Farm,
581559 Front Street, Bebside
Site adjacent to (to the NE of) High House Farm,
581559 Front Street, Bebside
577822 Land to the rear of the Brockwell Centre
581782 Site A West of Bebside Furnace Road, Bebside
582059 Site C East of Bebside Furnace Road, Bebside
581333 Area A South of Bebside Rd, Front Street, Bebside
574226 Land South of Station Road
581418 Commissioners Quay, West of Quay Road
Dun Cow Quay, Land South of Quayside, North of
581675 Sussex Street
575082 Land between the A189 and B1505
575025 Land south west of Middle Farm
Land West of Birchwood Close, adjoining Backworth
574131 Lane
574506 Land at Seghill Hall, North of Fox Lea Walk
577668 Eastlea First School, Bowmont Drive
576425 41 Collywell Bay Road
575778 Delaval House, Station Road
576799 13 Allensgreen
580078 Wellesley Childrens Home, Links Road
Blyth
Seaton Delaval
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Blyth
Seaton Delaval
Blyth
Blyth
Blyth
Not in a Settlement
Seaton Delaval
Not in a Settlement
Blyth
Blyth
Cramlington
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Blyth
Blyth
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Cramlington
Seaton Sluice
Seaton Delaval
Cramlington
Blyth
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
yes
yes
yes
no
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
no
yes
no
no
yes
no
yes
no
no
yes
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
yes
yes
no
no
no
yes
yes
yes
yes
no
no
no
yes
yes
yes
no
yes
yes
yes
yes
yes
no
no
no
yes
yes
yes
no
yes
yes
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
yes
yes
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
no
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
no
no
no
yes
no
yes
no
no
yes
yes
yes
yes
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
no
no
no
yes
yes
yes
no
no
no
yes
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
Moderate
Moderate
High
High
Low
Low
Moderate
Moderate
High
High
High
High
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
High
Moderate
High
Low
MINOR_HU
High
High
Moderate
Moderate
Moderate
High
Moderate
Moderate
Low
Low
Low
Moderate
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
Moderate
Low
High
Low
MINOR_HU
Moderate
Moderate
Low
Low
High
High
Low
Low
MINOR_HU
MINOR_L
Moderate
High
Moderate
Moderate
Moderate
Moderate
Moderate
High
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
High
Very High
High
High
High
High
High
High
High
High
High
High
High
Low
High
Very Low
Low
Low
Low
Low
Low
Very Low
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
Moderate
Moderate
Low
Low
High
High
Low
Low
MINOR_HU
MINOR_L
Moderate
Low
High
Low
MINOR_L
Moderate
Low
High
Low
MINOR_HU
Moderate
Low
High
Low
MINOR_HU
Moderate
High
Moderate
Moderate
Low
Moderate
Low
Low
High
Very High
High
Low
Low
High
Low
Very Low
MINOR_L
MINOR_HU
MINOR_H1
MINOR_H3
Moderate
High
High
Low
Moderate
Moderate
High
High
High
Low
Low
High
MINOR_HU
MINOR_L
MINOR_HU
High
Moderate
Moderate
Moderate
Low
Low
High
High
High
Low
Very Low
Very Low
MINOR_HU
MINOR_HU
MINOR_L
High
Moderate
Moderate
Moderate
Moderate
High
High
Moderate
Low
Low
Low
Low
Moderate
Moderate
High
High
High
High
High
High
High
Low
Very Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
4756
4757
4759
2.40
0.77
0.54
428588
427823
430171
581233 Land at Area 2A Chase Farm
576458 East Cramlington Farm House
579054 Park Farm, South Newsham Road
4760
24.85
429253
4763
4766
4769
0.16
0.40
0.02
431715
429653
431478
4772
4774
4775
4779
0.07
0.21
1.01
0.03
429398
428947
430720
431580
4783
4788
4790
4.84
0.14
0.06
425613
431508
429645
580697 Land at West Blyth (accessed from Chase Farm)
Land North and North West of Milbourne Arms,
574522 Holywell
581273 19 Brierley Road
581513 2-12 Union Street & 14-16 Bridge Street
Units 21E-21G Briardale Road & 29-33 Cowpen Hall
581556 Rd
574759 Land to the rear of Twickenham Court
581801 Morpeth Road First School, Disraeli Street
581582 Lloyds TSB, Bridge Street
Former Dam Dykes Farm and associated buildings,
574929 South of Arcot Lane
581501 Land to the rear of 18 Bridge Street
579666 Land adjacent to 795 Plessey Road
Not in a Settlement
Blyth
Blyth
4791
4795
4796
0.29
0.05
0.03
428090
432059
431344
581513 Land at Bebside Motors, 113 Front Street, Bebside
579940 4 Beachside, Beachway
581751 Second Hand Shop, 9 - 10 King Street
Blyth
Blyth
Blyth
4797
4799
4801
4802
4807
0.05
0.22
0.01
0.10
0.45
431460
423350
427673
428964
430684
581363
579217
578470
574514
581036
4809
4810
4811
0.14
0.00
0.02
426844
426862
431432
4812
4813
4814
4824
4826
4827
4828
4834
4835
4836
4837
4839
0.34
2.33
0.03
0.04
0.01
0.01
0.01
0.02
0.02
0.02
0.06
0.39
430098
427339
429341
430143
431789
430200
431571
430805
431301
430504
431726
429358
4840
4843
4844
4851
4855
2.61
1.71
0.02
2.19
5.35
428195
430679
431342
431667
428540
575713 Land south west of Salvation Hall, Cramond Way
579262 The Little General Shop, Scott Street
580891 Car Sales 158 Plessey Road
Former Nursery site and car park adjoining
580017 Newsham First School
576324 Former Kramel First School
581906 Former Blyth Day Centre, 369 Cowpen Road
580210 1 Amble Close
581297 105 Percy Street
575611 125 Astley Road
581236 27 Union Street
580522 4, 6 & 8 Fifteenth Avenue
581406 63 Bondicar Terrace
580711 99 Newsham Road
581648 Dale House 21 Sussex Street
575002 Equestrian & Livery Stables, Mares Close
Land at Mansel Terrace, Errington St & Front St,
581383 Bebside
579269 Special Design Site
579530 Units 1 & 2 Fulmar Drive
580180 Wellesley Site, Rotary Way
574693 Land Off Pitt Lane
5000
0.32
423291
5001
5003
5004
5005
5006
5013
5014
5015
5017
0.14
0.04
0.18
0.03
0.01
0.04
0.03
15.66
2.39
424071
426809
426304
427057
431318
430132
427271
425769
429081
Former Bart Endean Stone Masons, 29 Croft Road
Plessey Hall Farm
6 Hastings Terrace
Land to the rear of Blake Arms
51 Princess Louise Road, Blyth
581986 Land North West Of Quarry House, Netherton Road
Land to the North West of Blue House Farm
582531 Cottages
581989 2 Dene View West
581704 22-30 Front Street East
585015 Land to rear of 6 Milburn Terrace
587991 Old Joiners House
585226 Land east of East View House
582756 Land to rear of 39-41 Station Rd
583910 Land South of Scotland Gate
583317 Land to the east of East Sleekburn
Blyth
East Cramlington
Blyth
Blyth
Seaton Delaval
Blyth
Blyth
Blyth
Seghill
Blyth
Blyth
Blyth
Not in a Settlement
Cramlington
Seghill
Blyth
Cramlington
East Hartford
Blyth
Blyth
Cramlington
Blyth
Blyth
Blyth
Seaton Delaval
Blyth
Blyth
Blyth
Blyth
Blyth
Seghill
Blyth
Blyth
Blyth
Blyth
Not in a Settlement
Nedderton
Not in a Settlement
Bedlington
Bedlington
Choppington
Newbiggin-by-the-Sea
Not in a Settlement
Bedlington
Not in a Settlement
Not in a Settlement
no
no
no
yes
no
yes
yes
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
yes
no
yes
no
no
no
yes
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
yes
yes
no
yes
yes
no
no
yes
no
no
no
no
no
yes
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
yes
yes
yes
yes
no
no
no
yes
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
yes
yes
yes
no
yes
no
no
no
no
yes
yes
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
yes
no
yes
no
no
no
yes
no
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
no
yes
yes
no
yes
yes
yes
no
yes
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
yes
yes
no
no
no
yes
no
no
yes
yes
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
Moderate
High
Moderate
Low
Moderate
Low
High
High
High
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_L
Moderate
Low
High
Low
MINOR_HU
Moderate
Moderate
Moderate
Low
Low
Low
High
High
High
Low
Low
Very Low
MINOR_L
MINOR_HU
MINOR_HU
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Low
High
High
High
High
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
Moderate
Moderate
Moderate
Low
Low
Low
High
High
High
Low
Very Low
Low
MINOR_L
MINOR_HU
MINOR_HU
Moderate
High
Moderate
Low
Moderate
Low
High
High
High
Low
Very Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
High
Moderate
High
High
Moderate
Moderate
Low
Moderate
Moderate
Low
High
High
High
High
High
Low
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
Moderate
Moderate
Moderate
Low
Low
Low
High
High
High
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_HU
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
Moderate
High
Moderate
High
High
Low
Low
Low
Low
Low
Low
Moderate
Low
Moderate
Low
Moderate
Moderate
High
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Very Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
Moderate
High
High
High
Moderate
Low
Moderate
Moderate
Moderate
Low
High
High
High
High
High
Low
Low
Low
Low
Very Low
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
High
Moderate
High
Low
MINOR_L
Moderate
High
High
High
High
Moderate
High
Moderate
Moderate
Low
Moderate
Moderate
Moderate
Moderate
Low
Moderate
Low
Low
High
High
High
High
Very High
High
High
High
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Very Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
5018
5019
5020
5021
5023
5026
5028
5030
5032
5034
5035
5037
0.46
1.42
0.30
0.28
0.18
0.04
0.09
0.90
0.31
0.02
0.07
0.05
426981
428742
427269
431185
430838
425380
430685
430912
430247
424021
427447
427583
583353
583596
587549
588257
588339
585361
587272
586809
588902
580156
582781
587434
Land at Routledge Buildings, Barrington Road
Land north west of Spring Ville
Essendene
Pembroke Court
The Hunter's Lodge, Oakwood Avenue
27 Sheepwash Bank
West End Service Station, North Seaton Road
The Needles
Church Farm, Woodhorn Road
Oaklea Cottage, Hartford Bridge
23 Station Rd
Land to the rear 91 North Seaton Road
Bedlington
Not in a Settlement
Ashington
Newbiggin-by-the Sea
Newbiggin-by-the-Sea
Stakeford
Newbiggin-by-the-Sea
Not in a Settlement
Woodhorn
Hartford Bridge
Bedlington
Ashington
5038
5039
5043
5044
5045
5047
5048
5049
5053
5054
5055
5056
5057
5058
5059
5060
5061
5063
5064
5065
5066
5067
5069
5070
5074
5075
5076
0.01
0.03
0.04
45.94
0.34
0.80
0.90
1.53
0.69
0.64
0.92
4.85
1.02
0.76
2.39
0.41
0.71
2.11
0.47
8.11
0.45
0.03
0.16
0.02
0.12
0.06
0.07
425550
427188
426730
424306
428834
430142
430028
429836
423219
423147
423212
422579
424180
425652
430914
425712
430916
427390
425689
425735
431173
428064
429546
430830
429839
428182
427046
583790
582852
587630
580739
583383
584819
584709
584694
581909
582002
582148
581964
580180
583077
588259
587739
587480
584000
581661
584297
588070
586534
586757
587611
584746
586348
586543
Choppington
Bedlington
Ashington
Not in a Settlement
Not in a Settlement
Cambois
Cambois
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not iin a Settlement
Not in a Settlement
Newbiggin-by-the-Sea
Ashington
Newbiggin-by-the-Sea
Not in a Settlement
Bedlington
Choppington
Newbiggin-by-the-Sea
Ashington
Ashington
Newbiggin-by-the-Sea
Cambois
Ashington
Ashington
5078
5079
5080
27.20
0.57
3.14
429410
425952
427475
587760
582003
587441
5081
5082
145.30
2.10
429909
428703
583757
586005
5083
2.64
430497
583832
5084
0.63
427970
587994
Land to South of 17 Windsor Terrace, Scotland Gate
8 Osborne Close
37 Park View
Land at Hartford Village
Land west of Barrington Park
Allotment Gardens
Playing Field
Land to the West of Cambois
Land to the West of Netherton Hall
Land to the South of West Farm
Land to the east of West Farm
Land to the West of the A192
Land at Hartford Bridge
Windmill Farm
Moorside First School
Ashington Fire Station
Windsor First School, Gibson Street
Red Row
19 Hartford Rd East
Eastgate/Eastgreen
Bungalow, New Dolphin Garage, Front St
Land to the rear of 247 Milburn Road
Land north of 48 Woodlands Road
13 Gibson Street
8 Wembley Gardens
76 Richardson Street
Block and Tackle, Blackthorn Way
Land to the West, A189 between N.Seaton Rd and
Woodhorn Roundabout. Proposed Housing Growth
Point
Land to North, Market Place
Ashington Hospital, West View
Blyth Power Station, Site to the north of Brock Lane
Rd
Plot 3, Freeman Way
Land adjacent to Cambois First School, Road
between North Cambois and North Blyth
Land to east of telephone exchange, Reiverdale
Road
5085
0.88
426932
588121 Plot B1, Wansbeck Business Park, Rotary Parkway
Ashington
5086
1.43
426714
Ashington
5087
10.41
430362
588104 Plot C, Wansbeck Business Park, Rotary Parkway
Former Motive Power Depot, Road between North
583905 Cambois and North Blyth
Not in a Settlement
5088
0.62
426460
588259 Plot A1, Wansbeck Business Park, Rotary Parkway
Ashington
5089
0.61
426856
588108 Plot A3, Wansbeck Business Park, Rotary Parkway
Ashington
Ashington
Bedlington
Ashington
Not in a Settlement
Ashington
Cambois
Ashington
yes
no
yes
yes
no
no
yes
no
no
no
no
no
yes
yes
yes
yes
no
yes
yes
no
yes
no
no
no
yes
yes
yes
yes
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
yes
no
no
yes
yes
no
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
yes
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
High
High
Moderate
High
High
High
Moderate
High
High
High
High
High
Moderate
Moderate
Low
Moderate
Moderate
Moderate
Low
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
Low
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Very Low
Low
Low
Low
High
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
High
High
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
Moderate
High
Moderate
Moderate
High
Moderate
Moderate
Moderate
Moderate
High
High
Moderate
High
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
Low
Low
Low
Moderate
Low
Low
Low
Low
Moderate
Moderate
Low
Moderate
Low
Low
Low
Low
High
High
Low
High
High
High
High
High
High
High
High
High
High
High
High
Low
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Very Low
Low
Low
Very Low
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_I1
Moderate
High
High
Low
Moderate
Moderate
High
High
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_HU
Moderate
Moderate
Low
Low
High
High
Low
Low
MINOR_HU
MINOR_HU
High
Moderate
High
Low
MINOR_HU
Moderate
Low
High
Low
MINOR_HU
High
Moderate
Low
Low
MINOR_HU
Moderate
Low
Low
Low
MINOR_HU
High
Moderate
High
Low
MINOR_HU
Moderate
Low
Low
Low
MINOR_HU
High
Moderate
Low
Low
MINOR_HU
5089
5090
5091
0.61
2.90
0.28
426856
430443
428642
588108 Plot A3, Wansbeck Business Park, Rotary Parkway
588264 Council Housing, Storey Cresent
586707 Demolished Council Flats, Simonburn Lane
Ashington
Newbiggin-by-the-Sea
Ashington
5093
5094
1.82
3.22
426891
427499
Ashington
Bedlington
5095
5096
5097
3.77
0.48
0.33
430980
427519
427588
587959 Plot B2, Wansbeck Business Park, Rotary Parkway
583619 Welwyn Electronics Park Site A
Battleship Wharf, Road between Cambois & North
582883 Blyth
588151 Central most plot, Lintonville Parkway
588173 Eastern most plot, Lintonville Parkway
5098
5099
5100
5102
5103
7.64
2.79
0.24
1.60
3.69
430236
427485
427450
430417
430302
584744
586386
588121
584022
584523
5104
5105
5106
5107
5108
5109
1.00
7.05
1.17
65.62
20.27
35.02
425603
431084
425053
428238
428797
429192
583943
588429
582603
584202
584376
583804
5110
5112
25.51
8.74
428567
427212
585204
588108
5114
5115
5116
5117
5118
5121
5122
5123
5124
5125
3.65
2.06
0.30
34.64
5.16
0.26
8.06
10.98
0.10
0.48
427570
430384
430931
429465
429004
430425
426797
425684
427128
427346
587919
587189
588058
586155
586229
584197
583224
584960
584168
583373
5126
0.32
423336
581995 Land North East Of Quarry House, Netherton Road
5127
5129
5130
5132
5133
5135
5137
1.13
1.62
25.63
0.76
0.74
0.17
0.12
426234
430259
429845
429293
428703
430353
427573
588395
587299
585064
586984
586666
584481
583209
5138
0.25
427939
588063
5140
5141
5142
5143
5144
0.17
0.44
4.20
7.89
23.85
426084
428562
430275
430289
429034
582114
587902
588239
588536
587487
5145
5146
5147
5148
5151
5152
9.61
0.02
7.91
0.24
0.99
0.36
425990
426892
428285
428195
426478
426091
588123
587665
586534
586713
582479
587754
Vald Birn UK Ltd, C403 South View to Unity Terrace
Dewhirst Ladies Wear Site, Remscheid Way
Western most plot, Lintonville Parkway
Mawburn House
Greyhound Track and Industrial Estate
Former Cricket Ground, East of Vicarage, Windsor
Terrace
Land to the North and East, Woodlea
Land to the East, Alnwick Drive
Land to the West, Brock Lane
Land to the East, Brock Lane
Land to the North
Land to the North, Road between W.Sleekburn and
Cambois
Land to the North of Rotary Parkway
Land to the South East of Lintonville, Lintonville
Terrace
Spital House Farm
Woodhorn Road
Ashwood Business Park
Plot B, North Seaton Ind Est
Land at Debdon House
Land South of Barrington
Land South of High Street, Whinney Hill Farm
3 West Sleekburn Farm Cottages
The Birches, Red Row Drive
Land to the N of Recreation Ground, Ellington Rd
Land adj to Spital House Farm
Cambois Farm, Cambois Farm Road
Welbeck First School
Coulson Park First School
Bernicea
Land to the North of 6 Liddles Street
Land to the East of the Benefits Agency Car Park,
Reiverdale Road
Land to the East of the Police Command Centre,
Shalksmuhle Rd
Site of Demolished Houses - Woodhorn Villas
Land to the West of Store Farm Road
Land to the West of Woodhorn Road
Seaton Vale, Land at Summerhouse Lane
Former NCB Workshops (Portland Park), Ellington
Rd
Land to the rear of 4A Park View
Northumberland College
13-29 Seventh Avenue
Land to the North, Slaley Court, Hirst Head
21-29 High Market
North Blyth
Ashington
Ashington
Not in a Settlement
Ashington
Ashington
Not in a Settlement
Not in a Settlement
Not in a Settlement
Newbiggin-by-the-Sea
Bedlington
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Ashington
Ashington
Newbiggin-by-the-Sea
Newbiggin-by-the-Sea
Ashington
Ashington
Not in a Settlement
Not in a Settlement
Not in a Settlement
Bomarsund
Bedlington
Nedderton
Ashington
Not in a Settlement
Not in a Settlement
Ashington
Ashington
Not in a Settlement
Bedlington Station
Ashington
Bedlington
Ashington
Not in a Settlement
Not in a Settlement
Ashington
Ashington
Ashington
Ashington
Ashington
Not in a Settlement
Ashington
no
yes
yes
no
no
no
no
yes
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
yes
no
yes
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
yes
yes
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
yes
no
yes
yes
yes
yes
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
yes
no
no
yes
no
no
no
yes
yes
yes
yes
no
yes
yes
no
no
yes
yes
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
no
no
no
no
yes
yes
yes
yes
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
yes
yes
yes
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
no
no
no
no
yes
no
yes
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
Moderate
High
Moderate
Low
Moderate
Low
Low
High
High
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
Moderate
Moderate
Low
Low
Low
High
Low
Low
MINOR_HU
MINOR_HU
Moderate
Moderate
Moderate
Low
Low
Low
High
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
High
High
Moderate
High
High
Moderate
Moderate
Low
Moderate
Moderate
High
High
Low
High
High
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
High
High
Moderate
Moderate
Low
Moderate
Moderate
Moderate
Low
Low
Low
Low
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
Moderate
Moderate
Low
Low
High
Low
Low
Low
MINOR_HU
MINOR_HU
Moderate
Moderate
High
High
High
High
Moderate
High
Moderate
High
Low
Low
Moderate
Moderate
Moderate
Moderate
Low
Moderate
Low
Moderate
Low
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_H3
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
High
Moderate
High
Low
MINOR_L
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
Low
Low
Low
Low
Low
Moderate
Moderate
Low
High
High
High
High
High
High
Low
Low
Low
Low
Low
High
Low
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
Moderate
Low
High
Low
MINOR_HU
Moderate
High
High
High
High
Low
Moderate
Moderate
Moderate
Moderate
High
High
High
High
High
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
Moderate
Moderate
Moderate
Moderate
High
Moderate
Low
Low
Low
Low
Moderate
Low
Low
Low
High
High
High
Low
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
5153
7.36
426417
587000 Land to the West of Wansbeck Road
5154
5155
5156
5157
19.09
3.95
20.32
14.61
425997
425219
428098
424978
582946
582756
583478
584783
5158
5159
7.48
0.24
425499
425929
582861
581792
5168
5172
5176
5177
4.80
5.57
0.05
0.05
429011
427626
427525
425407
587771
583431
582749
585203
5178
5179
5181
5182
5187
5192
5193
5194
5196
5197
5200
5202
5203
5206
5215
6000
6001
0.07
0.07
0.02
0.01
0.07
0.02
0.04
0.02
0.11
0.01
0.01
0.16
0.04
0.24
0.02
0.02
1.49
424070
431336
431421
427934
428077
428079
428196
428139
425425
426570
430429
426271
424536
426978
431350
393921
428657
580123
588112
588134
586963
586659
586652
587069
586352
584926
582098
587402
587685
580521
582338
588014
564038
587541
6003
6005
6007
6008
6009
6014
6015
0.03
0.20
0.41
0.34
0.04
0.01
0.01
407101
398526
415911
413582
426749
422116
386073
614459
575159
572845
569076
576521
632059
577136
6016
6018
6019
0.64
0.16
0.20
427087
420947
403102
580966
603871
646362
6021
6022
6023
6024
6025
6026
6028
6029
6030
6032
6033
6035
6036
2.71
0.04
0.13
0.06
0.01
0.11
0.05
0.39
0.20
0.09
1.01
0.17
3.48
428845
402084
415708
429607
431010
415196
426177
418921
380194
419018
412808
421254
424675
586665
561670
581015
581491
581366
570867
604359
594537
564902
586897
600657
623214
579928
6037
5.06
425491
577215
6038
6039
0.47
0.08
428009
399484
574247 Moorside Lodge Caravan Park, Mill Lane, Seghill
652308 11 Mill Strand
Windmill Farm, Land to the East, Choppington Road
Land to the East, Featherstone Grove
Land to the North, Grange Park Avenue
Land to the South, Underhill Drive
Land to the South of Glebe Farm and the West of
Choppington Road
6 Church Lane (Adjacent)
Land to the South East of Wansbeck General
Hospital
Welwyn Electronics Park Site B
Warehouse to the rear of Jubilee Terrace
Land to the North of Byron Close
Woodland View, 4 Shields Road, Hartford Bridge
126 Front Street, Newbiggin-by-the-Sea
1 High Street
106 Milburn Road, Ashington
202-204 Milburn Rd
204 Milburn Road
246 Hawthorn Road
300-302 Milburn Road
Land to rear of 4-14 High Street
Rear of 85-87 Front Street
7a Hepple Road
Trevelyon House, High Market
Unit 7 and 7a Hartford Home Farm
Land on east side of Tosson Close
Land adjacent to Seaton Avenue
4 Orchard Place Hexham
Etal House (Land To The South And East Of )
Farm Buildings West of Red Lion Cottages
Whittingham Road Glanton
South Farm, Hallington
Mill House, West Road, Ponteland
Ashtree Farm (Land West Of)
2 Dipton Grove, Cramlington
2 Chapel Row, Seahouses
Watts Hill The Green Wark
Land West Of Bebside North Farm, Bebside Road,
Blyth
West House, Guyzance
Ladythorne Cottages (Land East Of ), Cheswick
1-120 Canterbury Close And 1-28 Winchester Close,
Ashington
2 The Bungalows
Forge Cottage, Shilvington
19 & 21 Devonworth Place, Blyth
107A Waterloo Road, Blyth
46 Woodside, Darras Hall, Ponteland
19 High Street, Amble
Burnside, Causey Park, Morpeth
Whitechapel Farm, Haltwhistle
The Chimes, Fulbeck
Norskwood, Rothbury Road, Longframlington
Stable Cottage
Land South Of Hartford Hall Estate, Bedlington
The Officers Club Ltd, Bassington Avenue,
Cramlington
Ashington
Bedlington
Bedlington
Not in a Settlement
Not in a Settlement
Not in a Settlement
Bedlington
Ashington
Bedlington
Bedlington
Stakeford
Hartford Bridge
Newbiggin-by-the-Sea
Newbiggin-by-the-Sea
Ashington
Ashington
Ashington
Ashington
Ashington
Stakeford
Newbiggin-by-the-Sea
Newbiggin-by-the-Sea
Ashington
Not in a Settlement
Bedlington
Bedlington
Hexham
Ashington
Glanton
Not in a Settlement
Ponteland
Not in a Settlement
Cramlington
Seahouses
Wark
Blyth
Guyzance
Not in a Settlement
Ashington
Broomhaugh and Riding
Not in a Settlement
Blyth
Blyth
Ponteland
Amble
Not in a Settlement
Not in a Settlement
Morpeth
Longframlington
Not in a Settlement
Not in a Settlement
Cramlington
Not in a Settlement
Tweedmouth
yes
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
yes
no
no
no
no
no
no
yes
no
no
yes
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
High
Moderate
Low
Low
MINOR_HU
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Low
High
High
High
High
Low
Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
Moderate
High
Low
Moderate
High
High
Low
Low
MINOR_HU
MINOR_HU
High
High
High
High
Moderate
Moderate
Moderate
Moderate
High
High
High
High
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
High
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
High
High
High
Moderate
Moderate
High
High
High
High
Moderate
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Moderate
Low
Low
Moderate
Moderate
Low
Moderate
High
High
High
High
High
High
High
High
Very High
High
High
Low
High
High
Very High
Very High
High
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
Low
Low
Low
Low
Moderate
High
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
High
High
High
High
High
High
High
Moderate
Low
Low
Low
Moderate
Low
Low
High
High
High
High
High
High
High
Low
Low
Very Low
Low
Low
Low
Moderate
MINOR_I1
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_I1
MINOR_H2
High
Moderate
High
Moderate
Low
Low
High
Low
High
Low
Low
Low
MINOR_HU
MINOR_I1
MINOR_L
Moderate
High
High
Moderate
Moderate
High
High
Moderate
High
Moderate
Moderate
High
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Very High
High
High
High
High
Low
Low
High
Low
Low
High
High
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_H3
MINOR_H1
MINOR_H2
MINOR_L
MINOR_L
MINOR_HU
Moderate
Low
High
Low
MINOR_HU
Moderate
High
Low
Moderate
High
High
Low
Low
MINOR_L
MAJOR_HU
417570
427481
426879
426748
396571
381643
427640
432538
399585
404448
399027
430367
418578
414428
428473
628089 Meadow Burn
634677 15 Ingram Road (Land South Of)
Land South Of Charlton Mires Telephone Exchange,
620304 South Charlton
582814 Longridge House, 19 Station Road, Bedlington
581129 Rear Of 8, Horton Road
576521 Land At, 2 Dipton Grove, Cramlington
645590 West Ancroft Farmhouse (Land adjacent to)
638801 Kaim House (Land East of )
578076 2 Axminster Close
576739 The Old Vicarage, The Avenue, Seaton Sluice
653184 25 Castlegate
627648 Broomhouse Farm, Broomhouse, West Lilburn
564815 Colwyn, St Helens Lane
575476 20 Astley Road
613387 Total Flooring, 35 Fenkle Street, Alnwick
588468 The Cottage Maidens Hall
587305 227 Alexandra Road, Ashington
Not in a Settlement
Bedlington
Not in a Settlement
Cramlington
Not in a Settlement
Not in a Settlement
Cramlington
Not in a Settlement
Berwick upon Tweed
Not in a Settlement
Corbridge
Seaton Delaval
Alnwick
Not in a Settlement
Ashington
0.01
0.05
0.29
430158
402108
406836
580008 Blyth Newsham First School, Warwick Street, Blyth
561670 1 The Bungalows
628274 Chatton Trout Fishery (North East Of Lakes)
Blyth
Broomhaugh and Riding
Not in a Settlement
6068
0.24
412725
Not in a Settlement
6070
6071
6072
6073
6076
0.12
0.35
0.12
0.84
0.25
428280
415755
388618
392386
406739
6078
6079
6081
6082
0.31
0.01
0.09
1.05
407431
431904
419378
422900
6083
6084
0.04
0.10
431340
418891
567139 North Lodge, 59 Military Road, Heddon On The Wall
Land To Rear Of Glendale House, Windmill Hill,
592593 Ellington
571988 91 Darras Road, Darras Hall, Ponteland
593138 Barns adj to The Vicarage , Otterburn
566302 Old Farm Howford Lane Acomb
585967 Greenside Farm, Hartburn, Morpeth
The Farmshed Eltringham Farm House Mickley
562776 Stocksfield
581532 Custom House, 32 Ridley Street, Blyth
612803 Hampden House Belvedere Terrace Alnwick
597291 West Chevington Farm, West Chevington
Coffee And Gift Shop, Sea View House, Promenade,
588000 Newbiggin-By-The-Sea
634640 20 Links Road, Bamburgh
6085
0.13
398574
6086
6087
6088
6091
6092
6095
6096
6097
6098
6101
6104
6105
6106
6107
6108
6109
6110
6122
0.02
0.06
0.11
0.41
0.73
0.01
0.01
0.49
0.10
0.00
0.10
0.14
0.05
0.31
0.01
0.07
0.06
0.21
426674
394916
423556
390992
408669
431449
399488
399186
428316
392867
394461
429395
426817
417855
428525
420218
426129
397025
6123
0.05
390021
6126
0.76
404981
6041
6042
0.10
0.05
419243
418003
6044
6047
6049
6050
6052
6053
6054
6055
6056
6057
6058
6059
6061
6062
6063
0.47
0.05
0.07
0.04
0.12
0.14
0.02
0.63
0.01
0.64
0.04
0.02
0.01
0.10
0.02
6064
6065
6067
566343 Shawwell Farm Cottage Stagshaw Road Corbridge
Land to rear of 107, Rothesay Terrace Back,
582293 Bedlington
565675 East Oakwood Farm Oakwood
610924 5 Hipsburn Farm Cottages
566105 Boatside Inn Warden
600896 Cragend Farm
588068 Garages to Rear of Hendersons Buildings
652392 Dock Road, Tweedmouth
562495 High Ash Prospect Hill Corbridge
591901 1 First Row, Ellington, Morpeth
649951 1 Woodside Park, Horncliffe
559185 Leafields Barn Juniper
575062 Mares Close Farm Cottages (Land East Of )
579199 Mr Jims Newsagency, Scott Street
600116 St Marys Church Felton
581652 557 Cowpen Road, Blyth
608661 2 And 4 Lee Avenue, Shilbottle
613085 Stable Cottage(Land at), Boulmer
558856 Fernwood House Slaley
647421 19 Castle Street Norham Berwick-Upon-Tweed
Holburn Grange Farmhouse (Land To East Of ),
634989 Lowick
Not in a Settlement
Bamburgh
Ellington
Ponteland
Otterburn
Not in a Settlement
Not in a Settlement
Not in a Settlement
Blyth
Alnwick
West Chevington
Newbiggin by the Sea
Not in a Settlement
Not in a Settlement
Bedlington
Not in a Settlement
Hipsburn
Not in a Settlement
Not in a Settlement
Newbiggin by the Sea
Berwick upon Tweed
Not in a Settlement
Ellington
Horncliffe
Not in a Settlement
Not in a Settlement
East Hartford
Not in Settlement
Blyth
Not in a Settlement
Not in a Settlement
Not in a Settlement
Norham
Norham
yes
no
yes
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
yes
yes
no
no
no
yes
no
no
no
yes
yes
no
no
no
yes
yes
no
yes
yes
no
no
no
yes
no
no
no
yes
yes
no
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
High
Low
Low
High
High
Low
Low
MINOR_I1
MINOR_I1
High
Moderate
High
High
High
High
Moderate
Moderate
High
High
High
Moderate
High
Moderate
High
Low
Low
Moderate
Moderate
Low
Moderate
Low
Low
Low
Low
Moderate
Low
Low
Low
Moderate
High
High
High
High
High
Very High
High
High
High
Very High
High
High
Very High
Low
High
Very Low
Low
Low
Low
Low
High
Low
Low
Low
High
Low
Low
High
Low
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_I1
MINOR_HU
MINOR_L
MINOR_HU
MINOR_H2
MINOR_I1
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
Moderate
High
High
Low
Low
Moderate
High
Very High
High
Low
Moderate
Low
MINOR_HU
MINOR_L
MINOR_L
High
Low
High
Low
MINOR_L
High
High
High
High
High
Moderate
Low
Low
Low
Low
High
High
High
Very High
High
Low
Low
Very Low
High
Low
MINOR_HU
MINOR_HU
MINOR_H1
MINOR_H1
MINOR_I1
High
Moderate
Very High
Low
Low
Low
Low
Low
Very High
High
Very High
Low
High
Low
High
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
High
High
Moderate
Low
High
High
Low
High
MINOR_HU
MINOR_H2
High
Moderate
High
Low
MINOR_I1
High
High
High
High
High
High
High
High
Moderate
High
High
Low
Moderate
Moderate
Moderate
High
High
High
Moderate
Low
Low
Low
Low
Moderate
Moderate
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Moderate
High
High
High
High
Very High
High
High
High
High
High
High
High
High
Very High
High
High
High
High
Low
Low
Low
Very Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
Low
Low
Low
MINOR_HU
MINOR_I1
MINOR_H2
MINOR_I1
MAJOR_H2
MINOR_HU
MAJOR_HU
MINOR_L
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_H2
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
High
Moderate
High
High
MINOR_I1
High
Moderate
High
Low
MINOR_L
6127
6128
6129
6130
6131
0.57
0.17
0.19
0.09
0.18
404878
410853
399138
391528
398596
6132
6133
0.05
0.17
431378
406335
Holburn Grange (Land North West of) , Lowick
Barona, 35 Dinningside, Belford
Glendale Road (Land to rear), Wooler
Lilswood Farm Steel Hexhamshire
Trinity Court Roman Way Corbridge
Newbiggin Central Club, Front Street, Newbiggin-By588130 The-Sea
559753 12 Batt House Road Stocksfield
6134
6135
6136
6137
6138
6139
6140
6143
6144
6145
6146
6147
6149
6152
6153
6154
6155
6156
6157
6158
6159
6161
6162
6163
6164
6165
6166
0.03
0.34
0.06
0.17
0.21
0.01
0.05
0.79
0.12
0.34
0.08
0.07
0.16
0.70
0.07
0.19
0.01
0.03
0.10
0.08
0.18
0.57
0.02
1.50
0.11
0.07
0.15
429766
371925
422053
415260
405621
429825
399026
418940
414786
414442
418963
367660
419675
405594
404289
415111
404848
422467
405432
398765
416679
360325
387303
417584
406035
431313
417607
593147
581220
631640
570943
630430
579757
564815
590118
570996
571760
594418
558884
599935
565269
623551
627188
614901
587494
623901
568562
603482
596719
635504
588513
567513
581737
588561
6169
0.07
422262
6171
0.01
383840
6172
1.72
6173
6174
6176
6177
635119
633562
628141
553053
564807
Lowick
Bamburgh
Wooler
Not in a Settlement
Corbridge
Newbiggin by the Sea
Stocksfield
Golden Sands Holiday Park, Beach Road, Cresswell
Chirdon Head Cottage Tarset
20 Quarryfield, Seahouses
31 Woodside, Darras Hall, Ponteland
West Lyham Farm, Chatton, Alnwick
594 Plessey Road, Blyth
Colwyn St Helens Lane Corbridge
Hebron Hill Farm, Hebron, Morpeth
6 The Rise, Darras Hall, Ponteland
173 Runnymede Road Darras Hall
Field View, Causey Park, Morpeth
1 and 2 The Cottages Low Herdley Coanwood
Builders Yard (former ), East Thirston
Crookhill Farm Ovington Prudhoe
East Lilburn Farm, Lilburn
4 Newstead Farm Cottages, Chathill
Branton Middlesteads, Branton
Fed Cottage, Main Street, Pegswood
Hepburn Bell Cottages, Chillingham
Rose Cottage Corbridge
8 Kenmore Road, Swarland
Deadwater Farm Deadwater Kielder Hexham
West Moneylaws, Cornhill-On-Tweed
Heighley Rigg Cottage, Low Heighley
Welton Farm Welton Stamfordham
King Street Fitness Centre, 4 King Street, Blyth
Heighley Rigg Cottage, Low Heighley
West Cottage, Pegswood Village Main Road,
587489 Pegswood
Cresswell
Not in a Settlement
Bamburgh
Ponteland
Not in a Settlement
Blyth
Corbridge
Not in a Settlement
Ponteland
Ponteland
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Pegswood
Not in a Settlement
Not in a Settlement
Swarland
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Blyth
Not in a Settlement
Bellingham
411460
583194 Former Abattoir Cross Street Bellingham Hexham
Low Southward Edge Bungalow (Field Opposite),
593718 Longhorsley
0.67
0.19
0.02
0.04
425571
414098
393718
424481
583713
626994
563920
593997
6178
6179
6180
6181
6182
6183
0.03
1.90
0.11
0.13
0.10
0.11
388163
422105
421291
405654
401382
420225
6184
6188
6189
6190
6191
6192
6193
6194
0.02
0.30
0.10
0.27
0.12
0.12
0.07
0.13
391438
415368
422891
415448
406528
395854
423477
423453
Pegswood
Belsay
Choppington
Not in a Settlement
Hexham
Widdrington Station
567678
588975
580449
574494
561547
588333
Willow Bridge Cottage, Willow Bridge, Choppington
2 And 3 Rosebrough Cottages, Chathill
9, 9a & 9b Priestpopple Hexham
14 De Merley Gardens, Widdrington
Land South Of Stanegate Cottages, Stanegate
Cottages, Newbrough
Longhirst Hall Hotel, Longhirst
Trefoil, The Drive, Stannington
South Fens Farm, Stamfordham
Grove Field Sandy Bank Riding Mill
Butterwell Cottage, Hebron Road, Pegswood
566501
572194
630154
570662
559858
604031
628921
628901
Nether Warden Farmhouse, Low Warden, Hexham
92 Runnymede Road, Darras Hall, Ponteland
Link House, Beadnell, Chathill
52A Edge Hill, Darras Hall
249 New Ridley Road, Stocksfield
North Sharperton Steads Sharperton
Plot 18A And 18B, Tamarin Close, Beadnell
Plot 17 Tamarin Close, Beadnell
Not in a Settlement
Ponteland
Beadnell
Ponteland
Stocksfield
Sharperton
Beadnell
Beadnell
Newbrough
Longhirst
Stannington
Not in a Settlement
Riding Mill
Not in a Settlement
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
yes
yes
no
no
no
yes
no
yes
yes
yes
no
yes
no
yes
no
no
no
no
yes
yes
yes
no
no
yes
no
yes
yes
yes
no
no
no
yes
no
yes
yes
yes
no
yes
no
yes
no
no
no
no
yes
yes
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
yes
no
yes
no
no
no
no
no
no
yes
no
no
no
no
yes
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
High
High
High
High
Moderate
Low
Moderate
Low
Moderate
High
High
Very High
High
Very High
Low
Low
High
Low
Moderate
MINOR_L
MINOR_I1
MINOR_H2
MINOR_L
MINOR_H1
Moderate
High
Low
Low
High
High
Low
Low
MINOR_HU
MINOR_L
Moderate
High
High
High
High
Moderate
High
Moderate
High
High
Moderate
High
Moderate
High
High
Very High
High
High
High
High
Moderate
High
High
Moderate
High
Moderate
Moderate
Low
Low
Low
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Moderate
Moderate
Moderate
Low
Low
Moderate
Moderate
Low
Moderate
Low
Low
High
High
High
High
High
High
High
Low
High
High
Low
High
Very High
High
Very High
High
High
Low
High
High
Low
High
High
Low
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Very Low
High
Low
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_H2
MINOR_HU
MINOR_L
MINOR_HU
MINOR_I1
MINOR_L
MINOR_HU
MINOR_HU
MINOR_H3
MINOR_I1
MINOR_H2
MINOR_L
MAJOR_H2
MINOR_L
MINOR_L
MINOR_HU
MAJOR_H2
MINOR_L
MINOR_L
MINOR_H1
MINOR_H2
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
Moderate
Low
Low
Low
MINOR_HU
High
Low
High
Low
MINOR_H1
Moderate
Low
Low
Low
MINOR_I1
Moderate
Very High
High
High
Low
Low
Low
Moderate
High
High
Very High
Low
Low
Low
High
Low
MINOR_H1
MINOR_L
MINOR_HU
MINOR_HU
Very High
Moderate
High
High
High
High
High
Low
Low
Moderate
Moderate
Low
High
Low
High
High
Very High
Low
Moderate
Low
Low
Low
High
Low
MINOR_H1
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
High
High
High
High
High
High
Very High
Very High
Low
Low
Low
Low
Low
Moderate
High
High
Very High
High
High
High
High
High
High
High
High
Low
High
Low
Low
Low
High
Low
MINOR_I1
MINOR_HU
MINOR_H2
MINOR_HU
MINOR_L
MINOR_H3
MINOR_H2
MINOR_H2
Plots 15 And 16, Tamarin Close, Beadnell
26-28 Kings Road, Bedlington
Stone House, 1, Radcliffe Park, Bamburgh
Hetton Steads, Hetton Steads, Lowick
Farmhouse Laverock Law Lowick Berwick-UponTweed
Old Builders Store, Bellingham
Wark Village Hall, Blue Row, Wark
Ochrelands, Fellside, Hexham
The Old Scout Hut, The Stanners, Corbridge
64 Rothesay Terrace, Bedlington
Rest & Be Thankful North Bank Haydon Bridge
6195
6196
6198
6199
0.15
0.04
0.08
0.65
423432
427829
417704
403242
628925
582969
634832
635394
6200
6201
6204
6205
6207
6208
6209
0.85
0.01
0.03
0.43
0.11
0.01
0.19
403175
383886
382452
394377
399023
426867
383892
636309
583243
638706
562434
563682
582415
564739
6210
6211
0.36
0.04
417329
393255
605153 Quarry House, Newton-On-The-Moor, Morpeth
563936 Rear of 19 Hencotes, Hexham
6212
6214
6215
0.86
0.12
0.14
425705
377938
402696
6217
6218
0.41
0.14
429411
416062
582363 Land At Glebe Hostel And Glebe Court, Bedlington
564573 Oakdene Bardon Mill
603214 Snitter Farm Snitter
Land East Of Mares Close Farm Cottages, Mare
575070 Close, Seghill
572378 30 Darras Road, Darras Hall, Ponteland
6219
6220
6221
0.11
2.04
0.00
393496
374469
418579
6222
6223
6225
6226
6227
6228
6229
6230
6231
6232
6233
6234
0.10
0.01
0.41
0.11
0.01
0.01
0.03
0.03
0.08
0.01
0.03
0.16
405972
430315
417353
413666
408711
418586
421838
383457
430405
431490
423507
421752
6235
6236
6237
6238
6241
6242
6244
6248
6249
6250
6251
0.01
0.02
0.03
0.25
0.36
0.01
0.09
0.19
0.22
0.09
0.01
433822
415136
426170
413170
377018
431676
418882
413132
420211
399137
419443
6253
0.02
370366
6254
6256
6257
6258
6259
6260
0.01
0.27
0.13
1.07
0.35
0.05
395587
428657
388589
395558
413391
406156
563911 Land to the rear of Howard Terrace Haltwhistle
Farm Cottage Baldersbury Hill Farm Berwick-upon653661 Tweed
593080 Former Sawmill Cresswell
593508 Plot 91 Leslies Drive Willow Green Otterburn
561428 Linnels Farm Linnels Bank Hexham
575407 Dilston House Higham Dykes Milbourne
585160 The Chapel Middleton
6261
0.14
389648
637740 Braeside (Land At ) Branxton Cornhill-on-Tweed
565908 Riding Home Farm St John Lee Acomb Hexham
602951 Land East Of Chattlehope Farm, Catcleugh
613380 33 Fenkle Street, Alnwick
Land to the rear of Mole Cottage New Ridley Road
559354 Stocksfield
575505 60 Astley Road, Seaton Delaval
590429 Espley Cottage, Espley, Morpeth
569128 Ashtree Farm Heddon on the Wall
563884 Medodist Church 3 Castle View Ovingham
613441 22 Narrowgate Alnwick
631966 52 - 54 Main Street, North Sunderland
555743 Bridge End Mill, Bridge End, Allendale
584260 Land To The South Of Berristock, Cambois
574565 14 Laurel Terrace, Seaton Delaval
629059 72 Harbour Road, Farneholm, Beadnell
632225 Former Seafield Restaurant, Seahouses
Land For Development Site, Collywell Court, Seaton
576588 Sluice
571304 3 - 5 Broadway Darras Hall
587748 Land at 9 High Market
570399 Burnlea The Avenue Medburn
564472 Greengates Redburn
574424 1 Burnside, Holywell, Seaton Delaval
584937 1 Townsend Crescent, Morpeth
567027 29 Military Road Heddon On The Wall
583090 Clifton Lodge, Clifton
628534 1 Cottage Road (Land adjacent to) Wooler
586360 Westgate House Dogger Bank Morpeth
Beadnell
Bedlington
Bamburgh
Not in a Settlement
Not in a Settlement
Bellingham
Not in a Settlement
Not in a Settlement
Corbridge
Bedlington
Haydon Bridge
Shilbottle
Hexham
Bedlington
Bardon Mill
Snitter
Not in a Settlement
Ponteland
Not in a Settlement
Not in a Settlement
Alnwick
Stocksfield
Seaton Delaval
Not in a Settlement
Not in a Settlement
Ovingham
Alnwick
North Sunderland
Allendale
Cambois
Seaton Delaval
Beadnell
Seahouses
Seaton Sluice
Ponteland
Ashington
Medburn
Redburn
Holywell
Morpeth
Heddon on the Wall
Not in a Settlement
Wooler
Morpeth
Haltwhistle
Not in a Settlement
Not in a Settlement
Otterburn
Not in a Settlement
Not in a Settlement
Not in a Settlement
Branxton
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
yes
no
no
yes
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
yes
no
yes
no
yes
no
yes
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
yes
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
yes
no
yes
yes
no
no
no
no
yes
no
yes
no
yes
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
yes
no
yes
no
no
yes
no
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
Very High
High
High
Very High
High
Moderate
Low
High
High
High
High
High
Low
Low
Low
Low
MINOR_H2
MINOR_HU
MINOR_I1
MINOR_L
High
High
High
High
High
High
High
Low
Low
Moderate
Moderate
Low
Moderate
Low
High
High
Very High
High
High
High
High
Low
Low
High
Low
Very Low
Low
Low
MINOR_L
MINOR_H1
MINOR_I1
MINOR_L
MINOR_I1
MINOR_HU
MINOR_I1
Moderate
High
Low
Low
Low
Very High
Low
High
MINOR_I1
MINOR_HU
Moderate
High
High
Low
Low
Low
High
High
Low
Low
Very Low
Low
MINOR_HU
MINOR_H1
MINOR_I1
Low
High
Low
Low
High
High
Low
Low
MINOR_L
MINOR_HU
High
High
High
Low
Moderate
Low
High
High
Very High
Low
Very Low
High
MINOR_I1
MINOR_H1
MINOR_HU
High
Moderate
Moderate
High
High
High
High
High
High
Moderate
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
High
High
Low
High
Very High
Very High
High
High
High
High
High
High
Low
Low
Low
Low
Moderate
High
Low
Very Low
Low
Low
Low
Low
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_I1
MINOR_H1
MINOR_HU
MINOR_L
MINOR_I1
MINOR_I1
Moderate
High
Moderate
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Moderate
Low
Low
Low
Moderate
Low
High
High
Low
High
High
High
High
High
High
Very High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_H2
MINOR_L
MINOR_L
MINOR_I1
MINOR_HU
High
Low
High
Low
MINOR_HU
High
Moderate
High
High
High
High
Moderate
Low
Low
Moderate
Low
Low
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
MINOR_I1
MINOR_L
MINOR_H1
MINOR_L
MINOR_L
MINOR_L
High
Moderate
Very High
High
MINOR_H2
6262
6263
0.34
0.83
428206
385977
Land To North Of Mansel Terrace Front Street
581503 Bebside Blyth
576842 Battlesteads Hotel Hexham Road Wark
6264
6267
6268
6269
6270
6271
0.02
0.06
0.05
0.01
0.68
0.04
399089
419051
423460
417939
417563
425437
646197
587164
629290
634751
601615
599805
6272
0.27
396287
6273
0.01
6274
6275
Blyth
Wark
Not in a Settlement
Morpeth
Beadnell
Bamburgh
Not in a Settlement
Hadston
427578
North Ancroft Farmhouse Berwick-upon-Tweed
Lowbank Fulbeck Morpeth
36 Harbour Road Beadnell Chathill
2 Ingram Road Bamburgh
Shortlaw (land north west of ) Felton Morpeth
3 & 4 Hedgehope Crescent Hadston
White Damhead Farm Steading Berwick-upon653710 Tweed
Residential Flat Enfield House Front Street Klondyke
576200 Cramlington
0.03
0.60
427483
414543
577602 Land Adjoining 21 Humsford Grove Cramlington
569597 Pennylea Stamfordham Road Ponteland
Cramlington
Not in a Settlement
6276
6277
6278
6279
6279
6280
6282
0.04
0.01
0.01
0.01
0.01
0.05
0.25
406509
390015
430220
428097
428097
410141
418711
559852
647440
575527
587567
587567
630750
601517
Land North of 253 New Ridley Road Stocksfield
19 Castle Street Norham
85 Blyth Street Seaton Delaval
82A Beatrice Street Ashington
82A Beatrice Street Ashington
Black Plantation Newlands Estate Belford
Land to the south of Acton Felton
Stocksfield
Norham
Seaton Delaval
Ashington
Ashington
Not in a Settlement
Not in a Settlement
6283
6284
6285
6286
6288
0.11
0.02
0.04
0.05
0.15
399129
399483
416772
411243
414910
628639
652527
572874
633407
619045
Wooler
Berwick upon Tweed
Ponteland
Belford
Not in a Settlement
6289
6291
6292
6294
6295
6296
6298
6301
6302
6303
6304
6305
6306
6307
0.09
0.04
0.01
0.16
0.17
0.15
0.03
0.07
0.08
0.37
0.03
0.09
0.12
0.15
426779
405826
418962
399904
417860
416915
430978
418441
416834
417984
406502
431991
393373
415988
576330
601794
613116
640754
600123
603526
581397
613357
633376
582401
559844
579943
563735
571629
Cherrytrees (Land Adjoining) Fenton Grange Wooler
23 Main Street Tweedmouth
23-27 Bell Villas Ponteland
8 The Meadows Belford
The Farmhouse 3 Shipley Hill Alnwick
Former Allerhope Community Home 65 Allerhope
Cramlington
Albert House Front Street Rothbury
15 Bondgate Without Alnwick
Barmoor Mill House Berwick-upon-Tweed
St Mary's Church Felton
5 Studley Drive Swarland Morpeth
Peters Tyres Edward Street Blyth
New Row Garage New Row Alnwick
Glororum Bungalow Bamburgh
Newlands (Plot 2), Tranwell Woods
253 New Ridley Road Stocksfield
Beach House Beachway Blyth
Stone Gables St Andrews Road Hexham
76 Eastern Way Darras Hall Ponteland
6308
6309
6310
6311
0.09
0.01
0.15
0.14
399442
431438
414797
400138
651953
581451
570315
632558
6312
6313
6315
0.04
0.21
0.04
6316
6317
6318
6319
6322
6323
Not in a Settlement
Cramlington
Cramlington
Rothbury
Alnwick
Not in a Settlement
Not in a Settlement
Swarland
Blyth
Alnwick
Not in a Settlement
Not in a Settlement
Stocksfield
Blyth
Hexham
Ponteland
Tweedmouth
Blyth
Ponteland
Not in a Settlement
427999
412499
399294
7 Etal Road Tweedmouth Berwick-upon-Tweed
1 Croft Road Blyth
126 Edge Hill Darras Hall Ponteland
South Doddington Farm (Land at ) Wooler
Land South West Of 4 Church Avenue West
585316 Sleekburn Choppington
630732 South Bellshill Farm Bellshill
628160 22 Church Street (The Old Dairy) Wooler
0.06
0.58
0.06
0.18
0.10
372927
388214
392889
417754
414888
562964
561311
649874
582173
570620
Not in a Settlement
Not in a Settlement
Horncliffe
Not in a Settlement
Ponteland
0.46
414051
South Unthank Farm Unthank Road Haltwhistle
Praise Farmhouse Lowgate Hexham
Joiners Workshop Tofts Lane Horncliffe
Tranwell House (site 2), Tranwell Woods
41 The Rise Darras Hall Ponteland
Northern Ark Nursery (Midnight Cottage)
594570 Longhorsley
Stakeford
Not in a Settlement
Wooler
Not in a Settlement
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
yes
yes
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
no
yes
yes
no
no
yes
yes
no
no
no
no
no
yes
no
yes
yes
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
Moderate
High
Low
Low
High
High
Low
Low
MINOR_HU
MINOR_H2
High
Moderate
Very High
High
Moderate
Moderate
Low
Low
High
Low
Low
Low
High
Low
High
High
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_I1
MINOR_I1
MINOR_I1
MINOR_H3
MINOR_HU
High
Moderate
High
Low
MINOR_I1
Moderate
Low
High
Low
MINOR_HU
High
High
Moderate
Low
High
High
Low
Low
MINOR_HU
MINOR_L
High
High
Moderate
High
Moderate
High
Moderate
Low
Moderate
Low
Moderate
Low
Low
Low
High
High
High
High
High
High
Very High
Low
High
Low
Low
Low
Low
High
MINOR_L
MINOR_I1
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
High
High
High
High
High
Moderate
Moderate
Low
Low
Low
Very High
High
High
High
High
Moderate
Very Low
Very Low
Low
Low
MINOR_I1
MAJOR_HU
MINOR_L
MINOR_I1
MAJOR_L
Moderate
High
High
High
Moderate
Moderate
Moderate
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
Moderate
Low
High
High
Very High
High
Very High
Low
High
Very High
High
High
High
High
High
High
Low
Very Low
High
Low
High
Low
Low
High
Low
Low
Low
High
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_H2
MINOR_L
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
High
High
High
High
Moderate
Moderate
Low
Moderate
High
High
High
High
Low
Low
Low
Low
MAJOR_HU
MINOR_HU
MINOR_HU
MAJOR_H3
Moderate
High
High
Low
Low
Moderate
High
High
Very High
Low
Low
High
MINOR_HU
MINOR_L
MINOR_H2
High
High
High
High
High
Low
Low
Moderate
Low
Low
Very High
High
High
High
High
High
Low
Low
Low
Low
MINOR_I1
MINOR_H1
MINOR_I1
MINOR_L
MINOR_HU
Moderate
Low
Low
Low
MINOR_L
6325
6326
6328
0.03
1.97
0.01
393484
416758
422466
6329
6330
6331
6332
6333
6334
6335
6336
6338
6339
6340
6341
6342
0.09
0.13
0.11
0.28
0.10
0.07
0.02
0.26
0.24
0.26
0.36
0.75
0.16
424120
397799
414976
411889
414495
398749
426576
405702
416040
408010
406155
414742
371168
6343
6344
6346
6347
6349
6353
0.03
0.05
0.06
0.01
0.08
0.01
424616
426589
423474
419495
426526
430408
6354
6355
6356
6372
6373
6374
6375
6377
6378
6379
6381
6382
6383
6384
6385
6386
6388
6389
6391
6393
6394
6395
6398
6399
6401
6402
6403
6404
6405
6406
6407
6408
0.04
0.29
0.23
0.28
0.15
0.24
0.01
0.06
0.08
0.03
0.18
0.03
0.05
0.22
0.01
0.14
0.19
0.27
0.01
0.02
0.61
0.07
0.06
0.12
0.02
0.22
0.09
0.02
0.13
0.04
0.09
0.14
399283
421128
364640
404288
415520
391663
418613
399141
399250
383672
363603
429889
423459
383773
370518
400207
422550
423966
418537
419438
408188
413304
388451
391217
405858
392316
422260
383906
386900
393570
423395
398720
564408 Land Opposite 13 GardenTerrace Hexham
604794 Newton Hall Newton-On-The-Moor Morpeth
630605 Annstead Farm (Unit 2), Seahouses Road, Beadnell,
Land Adjacent To 2 Watershaugh Road Warkworth
605278 Morpeth
647524 Allerdean Mill Farm Berwick-Upon-Tweed
571193 180 Middle Drive, Darras Hall, Ponteland
612055 Land to the east of Battle Bridge, Alnwick
570180 156 Edge Hill, Darras Hall, Ponteland
564388 17 Market Place Corbridge
587660 154 Station Road, Ashington
570006 Butcher Hill Farm, Matfen
572368 32 Darras Road Darras Hall Ponteland
571840 Burnside Garage, Grange Road, Stamfordham
560811 21 Cadehill Road Stocksfield
578396 Barns at Bonas Hill Ogle
564341 Inglenook Mill Lane Haltwhistle
Grange Cottage 21 Northumberland Street
610531 Alnmouth Alnwick
614313 St Andrew's Church Boulmer
629269 38 Harbour Road, Beadnell, Chathill
586553 Bolland Hall, Bullers Green, Morpeth
585389 Stakeford
575417 31 Avenue Road, Seaton Delaval
Kingdom Hall, West End, Tweedmouth, Berwick652795 Upon-Tweed
618393 Farm Steading at South East Farm, Rennington
566643 Whittlees Gilsland Brampton
636174 East Holburn Farm, Holburn Village
570797 82 Whinfell Road, Darras Hall
555036 Litharge Farm, Slaley
613009 1 Lisburn House, Lisburn Street
564754 25 St Helens Lane
628162 Site Adjacent To 23 Church Street, Wooler
555819 Hare And Hounds Inn, Market Place
566483 Plots 1 & 2 Irthing Park, Gilsland
579803 4 Middle Street, Blyth
629288 36 Harbour Road, Beadnell
583362 Foxfield House, Fox Court, Bellingham
563963 3 Westgate Chambers, Westgate, Haltwhistle
626080 Haugh Head Farm, Wooler
589192 Longhirst Farm House, Longhirst
591202 Crowden Hill Farm, Ulgham
613485 36 Narrowgate, Alnwick
586394 11 Bullers Green, Morpeth
628094 Shielhope, Chatton
569044 Mount Hope, Heddon On The Wall
593148 Police House, Main Street, Otterburn
565889 Yew Tree Cottage, West Boat, Warden
601651 2 Bridge Street, Rothbury
564318 Land at The Reins, Leazes Lane, Hexham
632045 Thorburns Yard, South Street, Seahouses
583345 Flat 2, Parkside Place, Bellingham
584249 Shawbush House, Bellingham
564208 7 Market Street, Hexham
574714 Land off Fisher Lane, Seaton Burn
564501 Gresham House, Watling Street, Corbridge
6409
6410
6411
6413
6414
0.05
0.01
0.07
0.03
0.04
390917
428010
427872
430978
386124
584453
586209
582408
581397
639541
The Old Post Office, St Georges Square, Ridsdale
37 Coronation Terrace, Ashington
34 Melrose Avenue, Bedlington
Peters Tyres, Edward Street, Blyth
4 The Elms, Berwick Road, Cornhill On Tweed
Hexham
Not in a Settlement
Not in a Settlement
Warkworth
Not in a Settlement
Ponteland
Not in a Settlement
Ponteland
Corbridge
Ashington
Not in a Settlement
Ponteland
Stamfordham
Stocksfield
Not in a Settlement
Haltwhistle
Alnmouth
Boulmer
Beadnell
Morpeth
Stakeford
Seaton Delaval
Berwick upon Tweed
Rennington
Not in a Settlement
Alnwick
Ponteland
Not in a Settlement
Alnwick
Corbridge
Wooler
Allendale
Gilsland
Blyth
Beadnell
Bellingham
Haltwhistle
Not in a Settlement
Longhirst
Not in a Settlement
Alnwick
Morpeth
Not in a Settlement
Not in a Settlement
Otterburn
Not in a Settlement
Rothbury
Hexham
Seahouses
Bellingham
Not in a Settlement
Hexham
Not in a Settlement
Corbridge
Ridsdale
Ashington
Bedlington
Blyth
Cornhill on Tweed
no
yes
no
yes
yes
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
yes
no
yes
yes
no
no
no
no
yes
yes
yes
no
yes
no
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
yes
no
yes
no
no
no
yes
no
yes
yes
no
no
yes
no
yes
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
yes
no
yes
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
yes
no
yes
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
Moderate
High
Low
Low
Low
High
Low
High
Very Low
Low
High
MINOR_HU
MINOR_L
MINOR_H2
Moderate
High
High
High
High
High
Moderate
High
High
High
High
High
High
Low
Low
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
High
High
High
High
High
Low
High
High
High
Very High
High
High
Low
Very Low
Low
Very Low
Low
Very Low
Low
Low
Low
Very Low
High
Very Low
Low
MINOR_L
MINOR_L
MINOR_HU
MINOR_H1
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_L
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MINOR_HU
High
High
High
High
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Very High
High
High
Very High
High
High
High
High
Low
High
Low
Low
MINOR_H2
MINOR_L
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_L
High
High
High
High
High
High
High
High
High
High
High
Moderate
Very High
High
High
High
Moderate
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
High
Moderate
Low
High
Moderate
Low
Low
Low
Moderate
Moderate
Low
Low
Low
High
Low
Low
Moderate
Low
Moderate
Low
Low
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
High
High
Very High
High
High
High
High
High
Very High
High
High
High
High
High
High
High
Low
Low
Very High
High
High
High
High
High
Very High
High
High
High
High
Very High
High
High
Very Low
Low
High
Low
Low
Low
Low
Low
High
Low
High
Low
Low
Low
Low
Very Low
Low
Low
High
Low
Low
Low
Low
Very Low
Moderate
Low
Low
Low
Low
High
Low
Very Low
MAJOR_HU
MINOR_I1
MINOR_H2
MAJOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_I1
MINOR_H2
MINOR_L
MINOR_H2
MINOR_HU
MINOR_I1
MINOR_L
MINOR_HU
MAJOR_I1
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MAJOR_L
MINOR_L
MINOR_H1
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_L
MINOR_L
MINOR_HU
MINOR_L
MINOR_H1
High
Moderate
High
Moderate
High
Low
Low
Moderate
Low
Moderate
High
High
High
High
High
Low
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
6416
6417
6418
6419
6420
6421
6422
6423
0.09
0.29
0.03
0.10
0.02
0.18
0.78
0.05
425760
376165
419666
412994
390022
415842
415920
427211
585798
564971
585289
575631
647291
586151
574234
585654
Sheepwash Gardens, Access Road from A1068,
Choppington
Henshaw Hall Cottages, Henshaw
14 St Mary's Field, Morpeth
School House, Higham Dykes
Old Store, South Lane, Norham
Newton Mill Farm, Mitford
Smallburn House, Smallburn
17 River Bank, Stakeford, Choppington
Guide Post
Not in a Settlement
Morpeth
Not in a Settlement
Norham
Not in a Settlement
Not in a Settlement
Choppington
6424
6425
6426
6427
0.14
0.05
0.17
0.06
420053
425772
417859
384486
585179
585136
600123
564375
Hillcrest (Land Rear Of ), Station Bank, Morpeth
93/95 Coleridge Drive, Choppington
St Marys R C Chapel Felton
Land at Rocksprings Crescent, Haydon Bridge
Morpeth
Choppington
Felton
Haydon Bridge
6428
6429
6430
6431
6432
6433
6434
6435
6436
6437
6439
6440
6441
6442
6443
6445
0.03
0.05
0.06
0.29
0.19
0.05
0.02
0.12
0.06
0.18
0.10
0.02
0.10
0.03
0.01
0.65
427483
409850
384278
401243
405368
392947
399840
399142
422207
393671
414857
421959
421164
430597
419739
414244
577602
562651
583249
561506
642152
564181
652929
628144
595160
647567
625102
632043
622888
580985
586078
576099
Cramlington
Prudhoe
Bellingham
Riding Mill
Beal
Hexham
Berwick upon Tweed
Wooler
Not in a Settlement
Not in a Settlement
Not in a Settlement
Seahouses
Christon Bank
Blyth
Morpeth
Not in a Settlement
6446
6448
6449
6450
0.21
0.20
0.03
0.59
423242
418703
423207
414988
579177
601522
629460
625096
Land Adjoining 21 Humsford Grove, Cramlington
3 Redwell Road Oaklands Prudhoe
3 Redesmouth Court Bellingham
Freshfield Sandy Bank Riding Mill
The Coach House and Stables Beal
Ryeclose Hexham
COU (first floor) commercial to residential
Glendale Road (Land to rear), Wooler
West Stobswood Farm, Widdrington
Royalty Hall, Norham, Berwick-upon-Tweed
Wandylaw, Chathill
25 Main Street (Maclaren House), Seahouses
17 The Village Christon Bank
11 Newsham Road, Blyth
Bakehouse Yard, Morpeth
West Thorn Farm West Thorn Kirkley
Development Land West Of Stables, Plessey Hall
Farm, Shotton Lane, Cramlington
South Acton (land west of), Felton
3 The Haven Beadnell
The Farmhouse, Wandylaw, Chathill
6451
6453
0.04
0.23
395360
405548
6455
6456
6457
6458
6459
6460
0.06
0.87
0.05
0.09
0.02
0.12
424603
418176
427628
383576
426576
391990
649984 Avalon House, Longridge, Berwick-upon-Tweed
561381 Burnside Cottages, Main Road, Stocksfield
The Saddle Hotel & Grill 24-25 Northumberland
610572 Street Alnmouth
582328 The White House (Site 2)
582503 40/41 Jubilee Terrace, Bedlington
564761 Peelwell Cottage North Bank Haydon Bridge
587660 154 Station Road, Ashington
558512 Barker House Farm Hexham
6461
0.01
399487
652322 11 Mill Strand, Tweedmouth, Berwick-upon-Tweed
6462
6464
6465
6466
6467
0.08
0.06
0.02
0.06
0.06
399484
400838
399292
423473
383885
652307
639038
628162
629268
555916
6468
6469
6470
6471
6472
6473
6474
6475
0.25
0.11
0.10
3.44
0.01
0.12
1.52
0.17
412121
399029
392102
414586
430815
416912
430564
414462
595692
627666
564530
634053
581368
603525
579512
570929
11 Mill Strand, Tweedmouth, Berwick-upon-Tweed
White House, Highsteads, Lowick
22A Church Street, Wooler
38 Harbour Road Beadnell Chathill
1 Dawson Place, Allendale
Farm Buildings at Todburn East Farm House
Longhorsley
Tomar Fiveacres Wooler
Shaws Farm Hexham
Budle Bay Campsite Waren Mill
34 Sidney Street, Blyth
5 Studley Drive Swarland Morpeth
Land Adjacent To 1-5 Windsor Drive, Blyth
246 Middle Drive Darras Hall Ponteland
Not in a Settlement
Not in a Settlement
Beadnell
Not in a Settlement
Longridge
Stocksfield
Alnmouth
Not in a Settlement
Bedlington
Haydon Bridge
Ashington
Not in a Settlement
Tweedmouth
Berwick upon Tweed
Not in a Settlement
Wooler
Beadnell
Allendale
Not in a Settlement
Wooler
Hexham
Not in a Settlement
Blyth
Swarland
Blyth
Ponteland
no
no
no
yes
yes
no
no
no
no
yes
no
no
yes
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
yes
yes
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
no
yes
no
no
yes
no
no
yes
yes
yes
yes
yes
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
yes
yes
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
Moderate
High
High
High
High
High
High
High
Low
Low
Low
Low
Moderate
Low
Low
Moderate
High
High
High
High
High
Very High
High
High
Very Low
Low
Low
Low
High
High
Very Low
Low
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_L
MINOR_I1
MINOR_H2
MINOR_L
MINOR_HU
High
Moderate
Moderate
High
Low
Low
Low
Low
Very High
Very High
Very High
High
High
High
High
Very Low
MINOR_HU
MINOR_H1
MINOR_H2
MINOR_I1
High
High
High
High
High
High
High
High
High
High
High
High
High
Moderate
High
High
Moderate
Moderate
Moderate
Moderate
Low
Low
Low
Moderate
Low
Moderate
Low
Low
Low
Low
Low
Low
High
High
High
Very High
High
Very High
High
Very High
Low
High
High
High
High
High
Very High
High
Low
Low
Low
High
Low
High
Low
High
Low
Low
Low
Low
Low
Low
Moderate
Low
MINOR_HU
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_L
MAJOR_L
MINOR_L
MINOR_I1
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
Moderate
Moderate
High
High
Low
Low
Low
Low
High
Very High
High
High
Low
High
Low
Low
MINOR_L
MINOR_L
MINOR_I1
MINOR_L
High
High
Moderate
Moderate
High
High
Low
Very Low
MAJOR_L
MINOR_L
High
High
High
High
Moderate
High
Low
Low
Moderate
Low
Low
Low
Very High
High
High
High
Low
High
High
Low
Low
Low
Low
Low
MINOR_H2
MINOR_L
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_H1
High
Moderate
High
Low
MAJOR_HU
High
High
High
High
High
Moderate
Low
Moderate
Low
Low
High
High
Very High
High
High
Low
Low
High
Low
Low
MAJOR_HU
MINOR_L
MINOR_H2
MINOR_I1
MINOR_L
Moderate
Moderate
High
High
Moderate
Moderate
High
High
Low
Low
Low
Low
Low
Low
Moderate
Low
Low
High
High
High
High
Low
High
High
Low
Low
Low
Very Low
Low
Low
Low
Very Low
MINOR_L
MINOR_H2
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_L
MINOR_L
MINOR_HU
6476
6477
0.17
0.11
405563
417813
561443 Burnside Yard Main Road Stocksfield
582192 Tranwell House (site 1), Tranwell Woods
6478
6481
6483
6484
6497
6498
0.07
0.03
0.06
0.21
0.11
0.24
405511
423793
427240
414924
389720
382546
560289
628755
582096
571517
633947
638660
6500
6501
6503
6504
0.11
0.26
0.30
0.07
410618
402248
417987
412002
614295
616332
579610
602982
6505
0.45
423612
611635
Stables & Old Coach House Old Ridley Stocksfield
124, Harbour Road, Beadnell
71 Stead Lane, Bedlington
11 Chester Close, Darras Hall, Ponteland
Howtel Village Hall (former), Mindrum
Rose Cottage (Land East Of), Blue Row, Wark
Kennels Cottage (Land South East Of), Titlington
Lane, Bolton
Ingram Mill (Land West Of), Ingram
West Duddo Farm , Stannington
Land at Mount Pleasant Longframlington
Down House And Old School House (Land Between
), Riverside, Lesbury
6506
6507
6510
6511
0.15
0.25
0.02
0.02
396570
406061
399070
430849
645584
560131
628070
581502
West Ancroft, Allerdean, Berwick-Upon-Tweed
Hoppers Gill 11 Batt House Road Stocksfield
First Floor, 31 High Street, Wooler
2 Renwick Road, Blyth
Not in a Settlement
Stocksfield
Wooler
Blyth
6512
6513
6514
6515
0.11
0.23
0.01
0.07
414845
407120
430197
398973
571499
628645
575570
564354
Ponteland
Not in a Settlement
Seaton Delaval
Corbridge
6516
6517
6519
6520
0.01
0.05
0.03
0.13
431449
410598
431488
414439
588068
619506
581020
571122
6521
6522
0.43
0.17
417568
414481
620305
571757
6523
6524
6525
6526
6527
0.27
0.21
0.22
0.52
0.10
409288
424257
416892
411872
422891
585399
615425
590835
599833
630154
6528
6529
6530
6533
0.09
0.06
0.06
0.50
418983
427270
427270
398850
586899
582376
582376
578593
178 Darras Road, Ponteland, Newcastle Upon Tyne,
Chatton Mill, Chatton
142 Astley Road, Seaton Delaval
Angel Inn Main Street Corbridge
Garages To Rear Of Hendersons Buildings, Vernon
Place, Newbiggin-By-The-Sea
The Old Coach House, Eglingham Village
Joiners Arms, Coomassie Road, Blyth
107 Western Way, Ponteland
Charlton Mires Telephone Exchange (Land South
Of), South Charlton
169A Runnymede Road, Ponteland
High Angerton Farm Cottages (Land West Of), High
Angerton, Hartburn
Johnson House Longhoughton
Hill Top Farm , Gorfenletch
Cockshott Farm House, Longframlington
Link House, Beadnell
The Chimes Lodge (Land South East of), Fulbeck,
Morpeth
11 And 19-30 The Oval, Bedlington
12 The Oval, Bedlington
Little Bavington Farm , Capheaton
6534
6535
6538
6539
6541
6542
6544
6545
6546
0.05
0.32
0.37
1.71
0.05
0.03
0.09
0.11
0.04
399293
421185
416518
420316
392356
403013
424552
399307
419450
564478
618438
572988
588286
555659
602199
610828
653637
586557
6547
6548
6549
6550
6551
6552
6553
0.58
0.09
0.01
0.21
0.03
0.14
0.13
419728
421098
425333
415791
426768
417316
415202
586446
622771
585359
570699
576909
605162
570791
Land South of Culduie Greencroft Avenue Corbridge
Site Adjacent To Northfield House
The Blackbird, North Road, Ponteland
Butterwell Cottage, Hebron,
Renny's Barn, Slaley, Hexham
Riverside Cottages Wreigh View Thropton
Alnmouth Methodist Church Alnmouth
1 Ava Lodge, Berwick-Upon-Tweed
Low Wood Pottery Bank Morpeth
Land South Of King Edward High School,
Cottingwood Lane, Morpeth
Springfield 27 Christon Bank
34 & 36 Sheepwash Bank, Guide Post
24 Edge Hill, Ponteland
12 Blagdon Terrace, Cramlington
Quarry House, Newton-On-The-Moor
54 Woodside, Darras Hall, Ponteland
Stocksfield
Not in a Settlement
Stocksfield
Chathill
Bedlington
Ponteland
Howtel
Wark
Not in a Settlement
Not in a Settlement
Not in a Settlement
Not in a Settlement
Lesbury
Newbiggin by the Sea
Eglingham
Blyth
Ponteland
Not in a Settlement
Ponteland
Not in a Settlement
Longhoughton
Not in a Settlement
Not in a Settlement
Not in a Settlement
Morpeth
Bedlington
Bedlington
Not in a Settlement
Corbridge
Rennington
Ponteland
Not in a Settlement
Not in a Settlement
Thropton
Alnmouth
Berwick upon Tweed
Morpeth
Morpeth
Acklington
Choppington
Ponteland
Cramlington
Newton-on-the-Moor
Ponteland
yes
no
yes
no
yes
no
yes
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
yes
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
yes
no
no
no
no
yes
yes
no
yes
no
no
no
no
yes
no
no
yes
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
High
Moderate
Low
Very High
High
Moderate
Low
MINOR_L
MINOR_L
High
High
Moderate
High
High
High
Moderate
Low
Low
Low
Moderate
Moderate
Very High
High
High
High
High
Very High
High
High
Low
Low
Low
High
MINOR_H1
MINOR_H2
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_I1
High
Moderate
High
High
Moderate
Low
Low
Low
High
High
High
Low
Low
Very Low
Low
Low
MAJOR_H1
MINOR_H1
MINOR_L
MINOR_L
High
Low
High
Low
MINOR_H2
High
High
High
Moderate
Low
Low
Moderate
Low
High
Very High
Very High
High
Low
High
High
Low
MINOR_L
MINOR_L
MINOR_H2
MINOR_HU
High
High
Moderate
High
Low
Moderate
Low
Moderate
High
High
High
Very High
Low
Low
Low
Moderate
MINOR_HU
MINOR_L
MINOR_L
MINOR_H1
High
High
Moderate
High
Moderate
Moderate
Low
Low
High
High
High
High
Low
Low
Low
Low
MINOR_HU
MAJOR_H2
MINOR_HU
MINOR_HU
High
High
Low
Low
High
High
Very Low
Low
MINOR_L
MINOR_HU
High
High
Moderate
Moderate
High
Low
Low
Low
Low
Low
High
High
Low
Low
High
Low
Low
Low
Low
High
MINOR_L
MINOR_I1
MINOR_L
MINOR_L
MINOR_H2
Moderate
Moderate
Moderate
High
Low
Low
Low
Low
Low
High
High
High
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_HU
MINOR_L
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
High
Very High
Low
High
Very High
Very High
High
Very High
Low
Low
Moderate
Low
Low
High
High
Low
High
MINOR_H1
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_L
MINOR_H2
MINOR_H2
MINOR_HU
MINOR_HU
High
High
High
High
High
Moderate
High
Low
Low
Moderate
Low
Moderate
Low
Low
Very High
High
High
High
High
Low
High
High
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_HU
Meggies House, Newbrough, Hexham
Eastfield Paddock Eastfield
43 Homedale Prudhoe
3 Pembroke Drive, Ponteland
Former Joiners Shop Glororum Farm Glororum
1 Tyneview Road Haltwhistle
Benridge Hagg, Morpeth
Doxford Newhouses Cottages (Land South Of ),
Doxford
Amble Links Coastal Retreat and Holiday Park
Orchard Gap Aydon Road Corbridge
Crofton Mill House, 51-57 Croft Road, Blyth
Station Yard, Station Cottages, Christon Bank
124 Harbour Road Beadnell
Embleton Hall Longframlington
Former Art Block Longridge Horncliffe Berwick-uponTweed
31 Runnymede Road Ponteland
The Nook, Dissington Lane, Ponteland
Land behind 85/87 Main Street Lowick
Dotland Holding (Land At), Hexham,
5 Battle Hill, Hexham
Percy Arms, Station Road, Bedlington
Garage North Of St Cuthberts Close, Swalwell Close,
Prudhoe
Land at Hodgsons Road Estate, Blyth
4 The Square Blanchland
Waggon Inn, Higham Dykes, Milbourne
Butt Bank Cottage Butt Bank Fourstones
Summerrods West, Allendale Road, Hexham,
Land West Of High West Causey Hill House, Causey
Hill Way, Hexham
89 Darras Road, Ponteland
Butcher Hill Farm, Matfen
Self Unlimited, North Road, Ponteland
Wansbeck Electrical Services, 12 Front Street East,
Bedlington
Eglingham C Of E Aided First School, Eglingham
Village
The Cottages, Maidens Hall, Pigdon
12/03541/FUL
Land South West of High Weldon High Weldon
Longframlington
Belville House, Ponteland
March Plantation, Whalton
Old Town Farm, Otterburn
82 Victoria Terrace, Bedlington
Blakelaw Farm , Bellingham, Hexham
Land South West of Broadwood Hall Allendale
70 Errington Road, Ponteland
Shaftoe Moor, Middleton
Struton Grange, Warkworth
Land South East Of Lantern Haugh, Otterburn
Disused Workshop Chantry Place Morpeth
6554
6556
6557
6558
6559
6561
6562
0.07
0.12
0.04
0.12
0.04
0.01
0.02
387764
422557
410237
414433
416899
370020
416720
569852
606588
562500
571873
633360
563600
587866
6563
6566
6567
6568
6569
6570
6571
0.12
0.41
0.11
0.09
0.23
0.04
1.30
418824
427583
399698
431503
421257
423762
413051
622261
604199
564908
581268
623203
628747
601340
6572
6573
6574
6575
6576
6577
6578
0.06
0.16
0.15
0.38
0.49
0.03
0.06
395387
415987
413755
401758
392159
393595
427504
649990
572546
569562
639833
558897
563949
582834
6579
6580
6581
6582
6583
6584
0.02
1.29
0.01
0.22
0.03
0.58
409481
430780
396571
412998
388201
390982
562797
582108
550326
575740
567865
563751
6585
6586
6587
6589
0.05
0.13
0.05
1.49
392135
415738
405769
415731
563010
572024
570035
574158
6590
0.04
426349
581643
6591
6592
6593
0.10
0.10
0.01
410699
414428
407082
619537
588468
602713
6594
6595
6596
6597
6598
6599
6600
6602
6603
6604
6605
6606
0.67
0.21
0.58
0.25
0.01
0.26
0.34
0.17
0.25
0.44
0.36
0.00
414242
416927
414300
388257
426741
384738
383042
415075
403990
421648
389062
419995
599195
572857
581107
591554
582276
584399
555459
570928
582410
607004
592895
585872
6607
0.16
428084
6608
0.02
416325
585390 Land North of Foresters Arms, West Sleekburn
Land and building West of Home Farm Cottages
603410 Swarland
6609
6610
6611
6612
0.34
0.46
0.83
0.23
418958
425735
414903
418388
613074
582358
585585
600456
H M Revenue & Customs Bondgate Hall Alnwick
Former Glebe Court Bedlington
Land West of Lightwater House Mitford
Springfield Main Street Felton
Not in a Settlement
Not in a Settlement
Prudhoe
Ponteland
Not in a Settlement
Haltwhistle
Not in a Settlement
Not in a Settlement
Amble
Corbridge
Blyth
Christon Bank
Beadnell
Not in a Settlement
Horncliffe
Ponteland
Not in a Settlement
Lowick
Not in a Settlement
Hexham
Bedlington
Prudhoe
Blyth
Blanchland
Not in a Settlement
Fourstones
Not in a Settlement
Hexham
Ponteland
Not in a Settlement
Ponteland
Bedlington
Eglingham
Not in a Settlement
Not in a Settlement
Not in a Settlement
Ponteland
Not in a Settlement
Not in a Settlement
Bedlington
Not in a Settlement
Not in a Settlement
Ponteland
Not in a Settlement
Warkworth
Otterburn
Morpeth
West Sleekburn
Swarland
Alnwick
Bedlington
Not in a Settlement
Felton
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
yes
no
yes
yes
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
no
no
yes
yes
yes
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
yes
no
no
no
yes
no
no
yes
no
no
yes
yes
no
no
no
yes
no
yes
yes
no
no
yes
yes
no
no
no
yes
no
yes
yes
no
no
yes
no
no
no
no
no
no
no
yes
no
yes
yes
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
High
High
Moderate
High
High
High
Moderate
Low
Low
Low
Low
Low
Low
Low
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_L
High
Moderate
High
High
High
High
Moderate
Low
Low
Low
Moderate
Low
Low
Low
High
Low
High
High
High
High
Low
Low
Low
Low
Very Low
Low
High
Low
MINOR_L
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_L
MINOR_H2
MINOR_L
High
High
High
High
High
High
Moderate
Moderate
Low
Low
Low
Moderate
Low
Low
High
High
High
High
High
Very High
High
Low
Low
Low
Low
Low
High
Low
MAJOR_L
MINOR_HU
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_HU
High
Moderate
High
High
High
High
Moderate
Low
Low
Low
Low
Moderate
High
High
High
High
High
High
Low
Low
Very Low
Low
Moderate
Low
MINOR_HU
MINOR_HU
MINOR_I1
MINOR_L
MINOR_H1
MINOR_L
High
High
High
High
Moderate
Low
Moderate
Low
High
High
High
High
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_L
MINOR_L
High
Moderate
High
Low
MINOR_HU
High
Moderate
High
Moderate
Low
Moderate
High
Low
Low
Low
Low
Low
MAJOR_H2
MINOR_L
MAJOR_L
Moderate
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
High
High
High
High
High
High
High
High
High
High
Very High
Low
Very Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Moderate
MINOR_I1
MINOR_L
MINOR_L
MINOR_L
MINOR_HU
MINOR_H3
MINOR_H1
MINOR_HU
MINOR_L
MINOR_H2
MINOR_H3
MINOR_HU
Moderate
Low
High
Low
MINOR_HU
Moderate
Low
Low
Low
MINOR_L
High
Moderate
High
Moderate
Low
Low
Low
Low
Very High
High
Very High
Very High
High
Low
High
High
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_H2
6613
0.02
423338
611615 Lesbury House, Lesbury
6614
6615
6616
6617
6618
6619
6620
6621
6622
0.02
0.05
0.02
0.31
0.01
0.03
0.39
0.01
0.03
402837
428545
418504
417855
423302
426890
399594
399134
394321
602231
576056
600351
600115
629156
587693
564250
564495
564769
6623
6624
6627
6628
6629
0.13
0.12
0.26
0.03
0.12
377958
383909
419186
426256
412139
601266
582982
605746
604384
610529
6630
0.03
413102
601098 Salisbury House, Salisbury Place, Longframlington
6632
6633
6634
6635
6636
6637
0.37
0.06
0.39
0.04
0.54
0.24
392579
423442
406881
406024
416219
405961
591244
625115
601616
601484
603929
601528
6639
0.18
410788
633988
6640
6644
6645
6646
6647
6649
6650
6651
6652
6653
6655
6656
6657
6661
6663
6664
6667
6669
6671
6672
6674
6676
6677
6678
0.01
0.01
0.00
0.01
0.08
6.29
0.05
0.58
0.21
0.11
0.11
0.11
0.01
0.20
0.61
0.18
1.27
0.11
0.10
2.81
0.01
0.01
0.03
0.02
395669
391530
399235
399271
415037
414820
399100
402975
394390
405707
401469
389634
399150
417362
393531
418218
393633
394736
412621
417313
429303
430903
430338
431802
629969
630199
627952
628113
630164
633717
628023
619017
651998
628324
641469
637699
628078
625932
633779
634921
633705
637809
641832
625814
586719
581895
575380
581627
6679
0.32
425626
6680
6682
6683
6684
6685
0.00
0.30
0.63
0.59
0.01
431100
427352
426816
431016
431705
6686
0.11
431562
574970 Dam Dykes Farm Cottages, Arcot Lane, Cramlington
Land Including Electricity Substation East Of No. 3
580233 Barras Avenue, Blyth
576247 Hastings Street, Cramlington
579296 East Hartford School. Cramlington
581214 Dinsdale House, Blyth
581626 Boathouse Garage, 65 Bridge Street, Blyth
Former Builders Yard And Office, 52 - 60 Union
581165 Street, Blyth
Former United Reformed Church Hall, Thropton
Land West Of 5 Elizabeth Street, Cramlington
1 Main Street, Felton
St Marys Church Felton
57-58 Longstone Park, Beadnell
Base, 114 Station Road, Ashington
Hallbank Newcastle Road, Corbridge
32 Princes Street Corbridge
1 Ferry Road, Bridge End, Hexham
Cottonshope Farm, Cottonshopeburnfoot,
Rochester
Halidon House Boat Road Bellingham
High Hazon Farm, Acklington, Morpeth
The Manse, 45 High Street, Amble
North and South Overthwarts, Alnwick
Shepherds Cottage (land South of ) Raylees Elsdon
Sunridge, Newton by the Sea
Thrum Mill, Rothbury
Coquet View, Back Mount Terrace, Rothbury
3 Percy Drive, Swarland
Aldersyde South Terrace Rothbury
Old Tennis Courts, Blue Bell Hotel, Market Place,
Belford,
Low Akeld House (Station House), Akeld Road,
Wooler
East Kirknewton Farm Steading, Kirknewton
11, Peth Head, Wooler
10 Church Street, Wooler
Shepherds Cottage, Lucker, Belford
Spindle Lodge, Spindlestone, Belford
9 - 11 High Street, Wooler
Roddam Rigg House, Roddam, Alnwick
Low House, West Ord, Berwick-upon-Tweed
4 Church Hill, Chatton
Lickar Lea, Bowsden, Berwick-upon-Tweed
Braeside (Unit 3), Branxton
2 High Street, Black Bull Hotel, Wooler
Ellingham Hall, Ellingham, Chathill
Land at The Garage, Milfield (Whitton Park)
Armstrong House (land east of), Bamburgh
School House (land to rear), Milfield
Ford Village, Ford
Holy Island The Manor, Holy Island
Site at Ellingham Hall, Ellingham
6 Meadowfield, Ashington
110 Salisbury Street, Blyth
36 Avenue Road, Seaton Delaval
6 Plessey Road, Blyth
Lesbury
Thropton
Cramlington
Felton
Not in a Settlement
Beadnell
Ashington
Corbridge
Corbridge
Hexham
Not in a Settlement
Bellingham
Not in a Settlement
Amble
Not in a Settlement
Longframlington
Not in a Settlement
Not in a Settlement
Not in a Settlement
Rothbury
Swarland
Rothbury
Belford
Not in a Settlement
Kirknewton
Wooler
Wooler
Lucker
Not in a Settlement
Wooler
Not in a Settlement
Not in a Settlement
Chatton
Not in a Settlement
Branxton
Wooler
Ellingham
Milfield
Bamburgh
Milfield
Ford
Holy Island
Ellingham
Ashington
Blyth
Seaton Delaval
Blyth
Cramlington
Blyth
Cramlington
Cramlington
Blyth
Blyth
Blyth
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
yes
yes
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
yes
yes
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
yes
no
yes
no
yes
yes
no
yes
yes
yes
no
no
yes
no
no
no
yes
no
no
no
no
no
no
yes
no
yes
no
yes
yes
no
yes
yes
yes
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
yes
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
yes
yes
yes
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
yes
no
yes
no
High
Low
High
Low
MINOR_H2
High
Moderate
Moderate
Moderate
High
Moderate
High
High
High
Low
Low
Low
Low
Low
Low
Low
Moderate
Low
Very High
High
Low
Very High
High
Low
High
Very High
High
High
Low
Low
High
Low
Low
Low
Moderate
Very Low
MINOR_H2
MINOR_L
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_HU
MINOR_H1
MINOR_H1
MINOR_I1
High
High
Moderate
High
High
Moderate
Moderate
Low
Low
Moderate
High
High
Low
Low
High
Very Low
Moderate
Low
Low
Low
MINOR_L
MINOR_H1
MINOR_L
MINOR_HU
MINOR_L
Moderate
Low
Low
Low
MINOR_L
High
Low
High
High
Moderate
High
Low
Low
Moderate
Low
Low
Low
High
High
High
Low
Low
Low
Low
Low
Very Low
Low
Low
Low
MINOR_L
MINOR_L
MAJOR_H1
MINOR_HU
MINOR_L
MINOR_HU
High
Low
High
Low
MINOR_I1
High
High
High
High
High
Low
High
High
High
High
High
High
High
Very High
High
High
High
High
High
High
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Moderate
Low
Low
Moderate
High
Moderate
Moderate
Low
Moderate
Moderate
Low
Moderate
Low
Moderate
Moderate
Low
Low
Low
Low
Low
Low
High
High
Very High
Very High
High
High
Very High
High
High
Very High
High
Very High
Very High
High
Very High
High
High
High
High
High
High
High
High
High
Low
Very Low
High
High
Low
Very Low
High
Low
High
High
Low
High
High
Low
Moderate
Low
Very Low
Low
Low
Low
Low
Low
Low
Low
MINOR_I1
MINOR_H3
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_I1
MINOR_H2
MINOR_H2
MINOR_I1
MAJOR_H2
MINOR_L
MINOR_H2
MINOR_H2
MINOR_I1
MINOR_H2
MINOR_I1
MINOR_H2
MAJOR_L
MINOR_L
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
Moderate
Low
High
Low
MINOR_L
High
Moderate
Moderate
High
Moderate
Moderate
Low
Low
Moderate
Low
High
High
High
High
High
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
High
Moderate
High
Low
MINOR_HU
569014
571476
599905
569637
572573
571567
572298
582455
573653
Fairfield, Windmill Hill, Ellington
Red Rooster Farm, Main Street, Red Row
88 The Rise, Darras Hall, Ponteland
Bonas Hill Cottage Ogle Newcastle upon Tyne
15 Eastern Way Darras Hall Ponteland
The Nook Dissington Lane Ponteland
111 - 115 Western Way, Darras Hall, Ponteland
Woodside, East Mill, Whorral Bank, Morpeth
133 Runnymede Road, Darras Hall, Ponteland
The Stables, Angerton Hall
84 Edge Hill (Plot 2 ), Darras Hall, Ponteland
62 Darras Road, Darras Hall, Ponteland
180 Darras Road, Darras Hall, Ponteland
Warreners House, Northgate, Morpeth
Rose Cottage & Mount Hope, East Heddon, Heddon
on the Wall
220 Darras Road, Darras Hall, Ponteland
The Bungalow, East Thirston
Plough Inn, Eachwick
1 Runnymede Road, Darras Hall, Ponteland
65 Western Way, Darras Hall, Ponteland
35 Darras Road, Darras Hall, Ponteland
Newlands (Plot 1), Tranwell Woods
64 North Road, Ponteland
Not in a Settlement
Ponteland
East Thirston
Not in a Settlement
Ponteland
Ponteland
Ponteland
Not in a Settlement
Ponteland
415114
417660
410318
418076
416138
415100
570376
587343
574414
582655
572456
571865
103 Edge Hill, Darras Hall, Ponteland, NE20 9JQ
East Benridge Farm, Fairmoor
Appley House, Milbourne
Bromily, Gubeon Wood, Tranwell Woods
22 Darras Road Darras Hall Ponteland
119 Runnymede Road, Darras Hall, Ponteland
Ponteland
Not in a Settlement
Not in a Settlement
Not in a Settlement
Ponteland
Ponteland
0.05
413406
568252 Allerburn farm, East Heddon, Heddon on the Wall
Not in a Settlement
6730
6731
1.26
0.01
409379
392309
Not in a Settlement
Not in a Settlement
6732
6733
0.26
0.15
424598
424670
6736
0.75
428209
6737
6738
1.06
0.67
428656
399833
585418 Angerton Home Farm, High Angerton, Hartburn
605712 Land adjacent to Rivers Cabin Low Alwinton
The Schooner Hotel 8 Northumberland Street
610408 Alnmouth
605371 Lynhurst, Guilden Road, Warkworth
Former Northumberland College (Welbeck &
Hawthorn Annexe) & 30-36 Seventh Avenue,
586751 Ashington
Site of the former Hirst Welfare, Moorhouse Land,
587980 Ashington
645212 Ancroft Town Farm (land opposite), Ancroft
6740
6741
6742
6949
0158B
0300A
0.47
0.02
0.88
1.13
0.27
0.09
417761
422434
424043
430267
418463
421002
594906
593174
622289
579113
600621
603949
Building Known As Cooks Hemmel Causey Park
1-3 Ulgham Park Farm Cottages Ulgham
Farm buildings at Dunstan Steads
Land at Park farm Cottages, Blyth
Adjacent 62 Main Street
N of Woodbine Cottage
Not in a Settlement
Not in a Settlement
Not in a Settlement
Blyth
Blyth
Guyzance
0382B
0388A
1042B
1286B
1292B
2502B
2632A
3283B
3289B
3318B
0.81
0.05
0.06
0.23
0.35
0.38
0.03
0.17
0.01
0.70
418399
418671
390840
414904
422385
370261
391811
416486
420869
418420
612922
613133
638954
633432
627480
564509
571573
572877
585662
581068
St Johns Roman Catholic School, Lisburn Terrace
26/28 Green Batt
Crookham Eastfield Farm
Spindlestone Mill Lodge, Waren Mill
Tughall Mill, Tughall
Land at Elmfield Comb Hill
Evans Charity, Humshaugh
Pele House (Ponteland)
Coningsby House, Salisbury Street
St Mary's Hospital, Green Lane
Alnwick
Alnwick
Not in a Settlement
Not in a Settlement
Not in a Settlement
Haltwhistle
Humshaugh
Ponteland
Morpeth
Not in a Settlement
6688
6690
6691
6692
6693
6694
6695
6698
6699
6703
6704
6705
6706
6708
0.11
0.38
0.29
0.10
0.13
0.15
0.39
0.12
0.13
0.14
0.10
0.14
0.18
0.28
428261
424967
414803
414827
415876
413755
414444
420831
414941
409346
415186
415739
414819
418311
592593
599491
570395
578346
572262
569563
571062
586611
571856
585084
570501
572125
571513
588587
6710
6711
6712
6713
6714
6716
6717
6718
6719
0.24
0.13
0.09
0.40
0.34
0.21
0.25
0.18
0.20
413280
414427
419685
410725
416295
414418
416106
418001
416265
6720
6722
6723
6724
6726
6727
0.14
0.15
0.35
0.97
0.19
0.54
6728
Ellington
Hadston
Ponteland
Not in a Settlement
Ponteland
Not in a Settlement
Ponteland
Not in a Settlement
Ponteland
Not in a Settlement
Ponteland
Ponteland
Ponteland
Not in a Settlement
Alnmouth
Warkworth
no
yes
no
no
no
yes
no
no
yes
no
no
no
no
no
yes
yes
no
no
no
yes
yes
yes
yes
no
no
no
no
no
yes
yes
no
no
no
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
no
no
no
no
yes
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
no
no
yes
no
yes
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
yes
no
no
no
no
no
yes
no
yes
no
no
yes
yes
no
no
no
no
no
yes
yes
no
no
no
no
Ashington
Ashington
Ancroft
no
yes
yes
no
no
no
no
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
yes
yes
no
no
no
yes
yes
no
no
no
yes
no
no
no
no
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
yes
no
no
no
no
no
no
yes
yes
yes
yes
no
no
no
no
yes
yes
yes
yes
yes
no
no
no
no
yes
no
no
yes
yes
no
no
yes
no
no
no
no
yes
yes
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
no
High
Moderate
High
High
High
High
High
High
High
High
High
High
High
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
High
Low
High
High
High
High
High
High
High
High
High
High
High
Low
Low
Low
Low
Low
Low
Low
Low
Very Low
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
MINOR_L
MINOR_HU
MINOR_H2
MINOR_HU
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
High
High
Moderate
High
High
High
High
High
High
Low
Low
Low
Moderate
Low
Low
Low
Low
Low
High
High
Very High
High
High
High
High
High
High
Low
Low
High
Low
Low
Low
Low
Low
Low
MINOR_L
MINOR_HU
MINOR_H2
MINOR_L
MINOR_HU
MINOR_HU
MINOR_HU
MINOR_L
MINOR_HU
High
Moderate
High
High
High
High
Low
Low
Moderate
Low
Low
Low
High
Low
High
High
High
High
Low
Low
Low
Low
Low
Low
MINOR_HU
MINOR_L
MINOR_I1
MINOR_L
MINOR_HU
MINOR_HU
High
Low
High
Low
MINOR_L
High
High
Low
Moderate
High
High
Low
Very Low
MINOR_L
MINOR_H1
High
Moderate
Low
Low
Very High
Low
High
Low
MINOR_H2
MINOR_I1
Moderate
Low
High
Low
MINOR_HU
High
High
Moderate
Low
High
High
Low
Low
MINOR_HU
MINOR_L
Moderate
High
High
Moderate
Moderate
Moderate
Low
Low
Low
Low
Low
Low
Low
Low
High
High
Very High
Low
Low
Low
Low
Low
High
Low
MINOR_L
MINOR_L
MINOR_L
MINOR_L
MINOR_H2
MINOR_I1
High
High
High
High
High
High
High
High
High
High
Low
Low
Moderate
Low
Low
Low
Moderate
Low
Low
Low
High
Very High
Very High
High
High
High
High
Very High
Very High
High
Low
High
High
Very Low
Low
Low
Low
Moderate
High
Low
MINOR_HU
MINOR_HU
MINOR_H2
MINOR_I1
MINOR_L
MINOR_HU
MINOR_I1
MINOR_HU
MINOR_HU
MINOR_L
6039B
6326A
0.08
1.97
399484
416758
6732B
0.26
424598
652308 11 Mill Strand
604794 Newton Hall Newton-On-The-Moor Morpeth
The Schooner Hotel 8 Northumberland Street
610408 Alnmouth
Tweedmouth
Not in a Settlement
Alnmouth
no
yes
yes
yes
yes
yes
no
no
no
no
no
no
no
no
no
no
no
yes
no
yes
no
High
Moderate
Moderate
Low
High
Low
Low
Low
MAJOR_HU
MINOR_L
High
Low
Very High
High
MINOR_H2
Northumberland County Council — Level 2 Strategic Flood Risk Assessment
REFERENCES
HMSO (1994) ‘Planning and Compulsory Purchase Act’, OPSI: London.
https://www.gov.uk/flood-risk-standing-advice-frsa-for-local-planning-authorities
Guidance for Local Planning Authorities in England for land use planning and other purposes (not emergency planning)
v1 July 2009
Defra Strategy for Flood and Coastal Erosion Risk Management Groundwater Flooding Scoping Study (LDS 23) (May
2004)
Communities and Local Government (2007), ‘Improving the flood performance of new b uildings’, Defra: London.
https://www.gov.uk/government/organisations/environment-agency
i
Department for Communities and Local Government. 2012. National Planning Policy Framework. Available
at:http://www.communities.gov.uk/documents/planningandbuilding/pdf/2116950.
ii
Department for Communities and Local Government. 2014. Planning Practice Guidance for Flood Risk and Coastal
Change. Available at http://planningguidance.planningportal.gov.uk/blog/guidance/flood-risk-and-coastal-change/
iii
Department for Communities and Local Government. 2010. ‘Planning Policy Statement 25: Development and Flood
Risk, TSO: London.
iv
Department for Communities and Local Government. 2012. ‘Technical Guidance to the National Planning Policy
Framework’. TSO: London. Available at:
http://www.communities.gov.uk/publications/planningandbuilding/nppftechnicalguidance
v
Department for Communities and Local Government. 2009. ‘Planning Policy Statement 25: Development and Flood
Risk Practice Guide’. TSO: London. Available at:
http://www.communities.gov.uk/documents/planningandbuilding/pdf/pps25guideupdate.pdf
vi
Environment Agency, July 2013, Strategic Flood Risk Assessment, Guidance to support the National Planning Policy
Framework, Flood Risk Standing Advice (FRSA) for local planning authorities,
https://www.gov.uk/government/uploads/system/uploads/attachment_data/file/296970/LIT_8495_0264ac.pdf
vii
Defra and Environment Agency. October 2005. ‘Framework and Guidance for Assessing and Managing Flood Risk for
New Development’, Flood Risk Assessment Guidance for New Development. FD2320 R&D Technical Report 2. Defra
London. Table 13.1, Pg. 118.
viii
Defra and Environment Agency. March 2006. ‘Flood Risks to People – Methodology’. Flood Risks to People Phase 2.
FD2321 R&D Technical Report 1. Defra London. Table 3.2 Pg. 8.
ix
Environment Agency and HR Wallingford. May 2008. ‘Supplementary Note on Flood Hazard Ratings and Thresholds
for Development and Planning and Control Purpose’. Table 2, Pg. 4.
x
Climate change allowances for planners, Guidance to support the National Planning Policy Framework, Environment
Agency, September 2013,
https://www.gov.uk/government/uploads/system/uploads/attachment_data/file/296964/LIT_8496_5306da.pdf
xi
Adapting to Climate Change: Advice for flood and coastal erosion risk management authorities, Environment Agency,
July 2011, https://www.gov.uk/government/uploads/system/uploads/attachment_data/file/296964/LIT_8496_5306da.pdf
xii
Department for Environment, Food and Rural Affairs FCDPAG3 Economic Appraisal Supplementary Note to Operating
Authorities – Climate Change Impacts, October 2006.
xiii
JBA consulting, July 2010, Newsham Burn Flood Zone Improvement, Final Report.
xiv
Environment Agency – North east Region River Tyne Reaches 3-11 Mapping Study, JBA Consulting, 2008.
xv
Environment Agency, 2009, Northeast Northumberland: Catchment Flood Management Plan.
xvi
Environment Agency, 2009, River Till and Breamish: Catchment Flood Management Plan.
xvii
The Environment Agency Wooler Pre-Feasibility Study, JBA Consulting, 2007
xviii
Environment Agency, 2013, South Tyne Depth Velocity Study: Haydon Bridge, Strategic Flood Risk Mapping, Capita
Symonds URS.
FINAL
October 2015