March 2010

DURHAM COUNTY COUNCIL

Level 2 SFRA

Submitted to: Durham County Council

REPORT

Report Number: P9514100072-2-A02 Distribution: Environment Agency Northumbrian Water

DURHAM LEVEL 2 SFRA

Table of Contents

1.0 CONTEXT ...... 2

2.0 METHODOLOGY ...... 2

2.1 Site Credentials ...... 3

2.2 Risk of Flooding from Rivers ...... 3

2.3 Impact of Climate Change ...... 5

2.4 Risk of Flooding from the Sea ...... 5

2.5 Risk of Flooding from Surface Water ...... 5

2.6 Risk of Flooding from Groundwater ...... 5

2.7 Residual Risk of Flooding ...... 6

2.8 PPS25 Constraints to Development ...... 6

3.0 LEVEL 2 SFRA FINDINGS & RECOMMENDATIONS ...... 7

Appendix A Level 2 Assessment of All Housing Sites

Appendix B Detailed Level 2 Assessment of Housing Sites within Zone 3

Appendix C Level 2 Assessment of Employment Sites

Appendix D Level 2 Assessment of Minerals & Waste Sites

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1.0 CONTEXT

Durham County Council was given unitary status in April 2009, replacing the district authorities of Easington, Durham City, Chester-le-Street, Wear Valley, Derwentside, Teesdale and . Under the Planning and Compulsory Purchase Act (2004), the newly formed County Council is required to prepare a Local Development Framework (LDF), setting out their strategy for future development within the County to 2026. The LDF will replace the previous district Local Plans and emerging Local Development Frameworks, taking a fresh view of the County as a whole.

The Durham County Level 1 SFRA was prepared by Golder Associates in August 2009, following the flooding that affected in the County in July 2009. The Level 1 SFRA is intended to provide an overview of the risk posed by flooding throughout the County from rivers, the North Sea, groundwater, and surface water runoff. The findings and recommendations of this investigation have informed the application of the Sequential Test as part of the planning process.

Where a balanced view has been taken (following the application of the Sequential Test), and it is determined by the Council that further consideration of areas at risk of flooding may be warranted on planning grounds, a Level 2 SFRA is required in accordance with PPS25. The Level 2 SFRA involves a more detailed (local) investigation of the risk of flooding within an emerging development area to ensure that the requirements of the Exception Test can ultimately be met. This document represents the Durham County Level 2 SFRA.

The SFRA will form part of the evidence base that supports the Durham County Local Development Framework (LDF). The SFRA has been prepared in accordance with Planning Policy Statement (PPS) 25: Development and Flood Risk (December 2006) and the PPS25 Practice Guide (June 2008) for this purpose. 2.0 METHODOLOGY

The methodology adopted to inform the appraisal of flood risk within emerging development areas is set out in the discussion below. Clear recommendations have been provided to guide Council decision making in relation to the allocation of land, and mitigation measures that should be sought as an outcome of the development management (control) process. These recommendations have been drawn from the recommended Council responses to flood risk set out within the Level 1 SFRA.

It is reiterated that this Level 2 SFRA has been developed specifically to inform the planning process, and the level of detail adopted in the analyses is commensurate to this objective. A more detailed site based assessment of flood risk (from all sources) will be required from developers at the planning application stage, in accordance with Section 7 of the Level 1 SFRA. For those sites within which there is a risk of fluvial flooding, a hydraulic model should be used to determine more definitively the depth, velocity and extent of flooding within the site.

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It is strongly recommended that the developer opens discussion with the Council and the Environment Agency as early as possible to agree the scope of the modelling required as part of the Flood Risk Assessment (FRA) for the specific site that is under consideration. The Environment Agency will often also be able to provide (at a cost) existing modelling and/or useful information to inform the assessment of flood risk within the site. 2.1 Site Credentials

Emerging sites that are under consideration for the future allocation of housing, employment and minerals & waste development were provided by Durham County Council in September 2009.

The topography and geology of the area was interrogated on the basis of the county-wide digital elevation model (DEM)1 and published 1:625,000 geological maps utilised in the development of the Level 1 SFRA.

Incidents of historical river and surface water flooding have been collated from the County Council, the Environment Agency, and Town & Parish Councils, as described in Section 4.1 of the Level 1 SFRA. 2.2 Risk of Flooding from Rivers

The risk of fluvial flooding has been assessed in the following manner:

1. Flood Level

The extent of river flooding in the 5% (1 in 20), 1% (1 in 100) and 0.1% (1 in 1000) design events is represented within the Level 1 SFRA as Zone 3b Functional Floodplain, Zone 3a High Probability, and Zone 2 Medium Probability respectively. The predicted maximum flood level for each site (for each design event) has been estimated by interrogating the ground level at which the predicted flood extent intersects the digital elevation model (DEM).

2. Flood Depth

The predicted maximum flood depth for each site (for each design event) has been estimated by interrogating the minimum ground level within the site from the digital elevation model (DEM), and subtracting this from the predicted flood level. The average flood depth has been calculated by subtracting the mean site level (taken from the DEM) from the predicted flood level.

1 Durham County Council, 2009

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3. Flow Velocity

The velocity of floodwaters through the site has been approximated in accordance with first principles. The cross sectional area (A), wetted perimeter (P) and longitudinal gradient (S) of the floodplain is assessed from the digital elevation model (DEM). The flow velocity is then calculated using Manning’s Equation (assuming a manning’s roughness (n) of 0.050), i.e.:

This methodology provides an average velocity across the floodplain, which is considered representative for planning purposes within the overbank areas.

4. Flood Defences

The presence of formal flood defences has been informed by the Environment Agency, as described in Section 4.2.2 of the Level 1 SFRA. Those areas of the County that may be susceptible to a residual risk of flooding due to defence failure has been interrogated, as described in Section 5.8 of the Level 1 SFRA. Where the proposed development site falls within an area that is highlighted within the Level 1 SFRA as within a danger (or hazard) zone due to the presence of raised defences, a more detailed interrogation of the potential risk of breach failure is required as part of this Level 2 SFRA. It is noted however that there are no sites that have been identified by the Level 2 SFRA as benefitting from the presence of formal flood defences.

Informal flood defences are described as structures that alter the path of floodwaters, and in doing so provide a degree of protection to properties that would otherwise be at risk. They have not been designed and/or constructed to retain floodwater however. Informal flood defences may include (for example) boundary walls, fences, or road embankments.

The presence of informal flood defences has been investigated on a site-by-site basis as part of the Level 2 SFRA, however once again no sites have been identified that benefit from the existence of an informal flood defence.

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2.3 Impact of Climate Change

The Level 1 SFRA provides an indication of the likely impact of climate change (over a 100 year period) upon the anticipated extent of the 1% (1 in 100) flood event. This information has been used to assess the potential increase in the risk of fluvial flooding, over the lifetime of the proposed development, as a result of climate change. An approximation of the anticipated increase in the extent and depth of flooding in the 1% (1 in 100) event has been made in accordance with the methodology set out in the ‘Risk of Flooding from Rivers’ above.

The assessment of climate change impacts upon the risk of flooding within the County of Durham is described in Section 5.9 of the Level 1 SFRA report.

2.4 Risk of Flooding from the Sea

The risk of flooding from the sea has been evaluated on the basis of the flood zones set out within the Level 1 SFRA. It is noted that, whilst the County of Durham has approximately 20km of coastal frontage, the coastline is characterised by beach cliffs and inland settlements. For this reason, no coastal flood risk is evident within the study area.

2.5 Risk of Flooding from Surface Water

A comprehensive assessment of the risks associated with surface water flooding has been carried out as part of the SFRA process, as described in Section 5.5 of the Level 1 SFRA report. This appraisal of potential surface water risk has been used as the basis of the Level 2 assessment, providing an overview of:

Z the presence of historical flooding within (or near) the site; Z the presence of localised depressions within which ponding may occur; Z the presence of overland flow routes along which runoff from the surrounding area may concentrate and flow at depth through the site. 2.6 Risk of Flooding from Groundwater

The potential risk of groundwater flooding has been assessed on the basis of a review of published geological mapping, published groundwater vulnerability mapping, and consultation with the Council to confirm (or otherwise) evidence of historical groundwater flooding within the County.

In summary, no risk of groundwater flooding has been identified within the study area. This mirrors the findings of the Level 1 SFRA, as described in Section 5.6 of that document.

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2.7 Residual Risk of Flooding

The residual risk of flooding has been assessed in the following manner:

1. Flood Defence Failure

As described in ‘Risk of River Flooding’ above, no formal and/or informal defences have been identified as providing protection to potential housing, employment and/or minerals & waste sites within the County of Durham. For this reason, no further assessment of residual risk (associated with potential defence failure) has been carried out in this instance.

2. Water Containment Structures

The presence of water containment structures, including (within the County of Durham) large reservoirs, has been assessed for each potential development site. A catastrophic failure of a reservoir may result in a rapid and unexpected increase in river levels downstream, which may pose a potential risk of flooding to properties within the floodplain.

3. Maintenance Regime

Local ‘weak points’ within the river systems that may result in an increase in the risk of flooding due to poor maintenance have been identified. The lack of a dedicated monitoring and maintenance regime may increase the risk of potential blockages at local constrictions in the river system, including (for example) bridges, culverts, and/or large weirs.

2.8 PPS25 Constraints to Development

Having assessed the risk of flooding within the proposed sites, a summary of the anticipated constraints that may be placed upon the development by PPS25 has been prepared. Recommended mitigation strategies have been provided, drawing upon the development management recommendations set out in the Level 1 SFRA.

It is necessary for the Council to demonstrate that they have adopted a sequential approach when selecting sites for future development. This should apply not only to the assessment of coastal and fluvial flood risk, as defined by the PPS25 flood zones, but also to the potential risk of flooding from other sources. The Level 2 SFRA appraisal (and recommendations) has been developed to provide this point of comparison.

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Furthermore, it is recognised that the emerging legislative framework set out by the draft Floods & Water Bill (2009) is urging local authorities to seek, wherever possible, the use of sustainable drainage systems. As described in Section 7.5 of the Level 1 SFRA report, preference is placed upon techniques that provide broader water quality and/or landscape benefits. For this reason, the Level 2 SFRA has provided a qualitative assessment of the likely SUDS techniques that may be suitable within the site (based upon local geology) for comparison purposes.

3.0 LEVEL 2 SFRA FINDINGS & RECOMMENDATIONS The appraisal of sites under consideration as part of the Local Development Framework (LDF) is presented within this document as set out below:

1. Appendix A Level 2 Assessment of All Housing Sites

This appendix provides an overview of the risk of flooding posed to all possible housing sites within the County2.

Appendix A is intended to highlight those sites within which flooding represents a potentially significant constraint to future development. These sites are then explored in greater detail in Appendix B.

Appendix A is also intended to enable a direct comparison between sites to enable the application of a sequential approach. The summary provided considers not only the risk of fluvial flooding, but also the risk of flooding from surface water and groundwater sources. The effectiveness of sustainable (infiltration) drainage techniques has also been considered.

2. Appendix B Detailed Level 2 Assessment of Housing Sites within Zone 3

This appendix provides a detailed assessment of the hazard posed by flooding within those housing sites in which flood risk is likely to pose a significant constraint to future development.

3. Appendix C Level 2 Assessment of Employment Sites

This appendix provides an overview of the risk of flooding posed to all possible employment sites within the County. It is intended to enable a direct comparison between sites to enable the application of a sequential approach, in accordance with PPS25.

4. Appendix D Level 2 Assessment of Minerals & Waste Sites

This appendix provides an overview of the risk of flooding posed to all possible minerals & waste sites within the County. It is intended to enable a direct comparison between sites to enable the application of a sequential approach, in accordance with PPS25.

2 It is recommended that users refer to the GIS version of this document for the interrogation of sites within the County

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Report Signature Page

Max Tant Karen Dingley Senior Hydrologist UK Surface Water Manager

MT/KD/pr

Company Registered in England No.1125149 At Attenborough House, Browns Lane Business Park, Stanton-on-the-Wolds, Nottinghamshire NG12 5BL VAT No. 209 0084 92

p:\2009\0_water resources\09514100112_durhamsfra\500 - outgoing documents\level2sfra\level2sfra_finalreport(march2010)\source\level2sfra_final(march2010).docx

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APPENDIX A Level 2 Assessment of All Housing Sites

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Durham County Level 2 SFRA Planning Recommendations Housing Sites

The development of housing sites within the County of Durham in areas that have been shown to be susceptible to flooding may only take place following the application of the Sequential Test. If, having applied a sequential approach, further consideration of a site is required within a flood affected area, it will be necessary to ensure that the risk of flooding can be safely mitigated (informing the application of the Exception Test). To this end, a review of the risk of flooding has been carried out for all sites under consideration. A summary of the findings of this review is provided in the adjoining table. This information has also been provided in shapefile format for easier reference by the user.

Those sites in which the risk of flooding is substantial have been interrogated in detail, assessing the hazard that flooding is likely to pose to property and/or life, and providing a series of clear recommendations to assist decision making. These sites have been categorised as ‘major’ and ‘significant’ constraints, reflecting the severity of the flood risk in each instance. The sites in which flooding is considered a ‘significant’ constraint are generally considered unsuitable for housing purposes. Those sites in which flooding is considered a ‘major’ constraint are generally developable, however mitigation will be required to ensure that the development is safe when flooding occurs.

A number of sites fall wholly or partially within Zone 3a or Zone 2, and these have been categorised in the adjoining table as those in which flooding is a necessary ‘consideration’. These sites have been investigated further to assess the likelihood of being able to mitigate the risk of flooding safely, and a series of figures and comments have been provided to guide Council decision making in this regard. The development management recommendations provided below should be applied to all sites assigned ‘consideration’ as a PPS25 constraint.

Those sites in which the risk of flooding is relatively low (i.e. a very small proportion of the site is affected by river flooding) are designated as ‘negligible’ or ‘limited’. The remaining sites fall wholly within Zone 1 Low Probability. The recommended development management measures highlighted below should be applied to all sites within these categories.

The following mitigation measures should be considered for all potential housing sites within the County. These have been established drawing upon the development management recommendations set out in the Level 1 SFRA.

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Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing (more vulnerable) uses are permitted within Zone 3a and Zone 2, subject to the application of the Sequential Test. Housing may only be permitted in Zone 3a Permissible Land Use following the application of the Exception Test. A small proportion of the area(s) under consideration are designated as Zone 3b Functional Floodplain, subject to flooding in the 5% (1 in 20) design event. Development should not be permitted in these areas of the affected sites. There are no restrictions placed upon land use by PPS25 within Zone 1.

Flood Risk Assessment A detailed site-based FRA will be required at the Planning Application stage. This (FRA) 3 should be completed in accordance with Section 7.1 of the Level 1 SFRA.

Floor levels should be situated a minimum of 300mm above the 1% (1 in 100) design flood level, including an allowance for climate change. Any design constraints that may prevent the raising of floor levels (e.g. provision of disabled Floor Levels access) should be discussed with the Council and the Environment Agency at the earliest possible stage. Flood levels within buildings that are situated within Zone 1 Low Probability do not need to be raised.

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain storage Mitigation of Flood Levels will be required, providing on a 'level for level' basis, and ideally this should be hydraulically linked (i.e. immediately adjacent to) the site.

Developers should, wherever possible, design their drainage systems so that the volume and rate of runoff from the site does not exceed the greenfield runoff rate. Where this is not feasible, the volume and rate of runoff from the site should (as a Site Drainage minimum) not exceed the existing runoff characteristics of the site. Sustainable Drainage Systems (SUDS) should be used, seeking the most sustainable approach possible, as described in Section 7.5 of the Level 1 SFRA.

Buildings within the site should be directed to areas of lowest risk (and depth of flooding). Within those sites that fall partially in Zone 3a or Zone 2, buildings should Site Layout (wherever possible) be restricted to areas of Zone 1. Overland flow routes should not be obstructed by buildings and/or landscaping. Development should not be permitted within areas that are designated as Zone 3b.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) should be provided for any housing. If the site is developed for non-residential Site Access purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

In riverfront areas, the Environment Agency will require a minimum buffer of 8m to Adjacent to Rivers the top of the riverbank, providing access to the river for maintenance purposes.

3 Within Zone 1, a detailed FRA will only be required for those sites that are greater than 1ha in area

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APPENDIX B Detailed Level 2 Assessment of Housing Sites within Zone 3

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APPENDIX C Level 2 Assessment of Employment Sites

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Durham County Level 2 SFRA Planning Recommendations Employment Sites

The development of employment sites within the County of Durham in areas that have been shown to be susceptible to flooding may only take place following the application of the Sequential Test. Having applied a sequential approach however, the Level 2 SFRA has concluded that there are no sites within the County in which the risk of flooding is sufficiently high that it cannot be safely mitigated.

Those sites in which a proportion of the site falls within an area at risk of river flooding (i.e. situated wholly or partially within PPS25 Zone 3b, Zone 3a or Zone 2) have been identified, and are depicted graphically within the adjoining figures. Where a proportion of the potential development site is situated within Zone 3a High Probability (typically greater than 10%), an assessment of average flood depth within the site in a 1% (1 in 100) design event has been made.

Evidence of historical river and/or surface water flooding has been captured for all sites. Finally, those sites within which a potential risk of surface water flooding has been identified are flagged in the adjoining table.

The following mitigation measures should be considered for all potential employment sites within the County. These have been established drawing upon the development management recommendations set out in the Level 1 SFRA.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Employment (less vulnerable) uses are Permissible Land permitted within Zone 3a and Zone 2, subject to the application of the Sequential Test. A Use small proportion of the area(s) under consideration are designated as Zone 3b Functional Floodplain, subject to flooding in the 5% (1 in 20) design event. Development should not be permitted in these areas of the affected sites.

Flood Risk A detailed site-based FRA will be required at the Planning Application stage. This should be Assessment completed in accordance with Section 7.1 of the Level 1 SFRA. (FRA) 4

Floor levels should be situated a minimum of 300mm above the 1% (1 in 100) design flood level, including an allowance for climate change. Any design constraints that may prevent the Floor Levels raising of floor levels (e.g. provision of disabled access) should be discussed with the Council and the Environment Agency at the earliest possible stage.

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to Mitigation of prevent an increase in flood levels elsewhere. Compensatory floodplain storage will be Flood Levels required, providing on a 'level for level' basis, and ideally this should be hydraulically linked (i.e. immediately adjacent to) the site.

Developers should, wherever possible, design their drainage systems so that the volume and rate of runoff from the site does not exceed the greenfield runoff rate. Where this is not feasible, the volume and rate of runoff from the site should (as a minimum) not exceed the Site Drainage existing runoff characteristics of the site. Sustainable Drainage Systems (SUDS) should be used, seeking the most sustainable approach possible, as described in Section 7.5 of the Level 1 SFRA.

Buildings within the site should be directed to areas of lowest risk (and depth of flooding). Within those sites that fall partially in Zone 3a or Zone 2, buildings should (wherever possible) Site Layout be restricted to areas of Zone 1. Overland flow routes should not be obstructed by buildings and/or landscaping.

4 Within Zone 1, a detailed FRA will only be required for those sites that are greater than 1ha in area

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A route of escape should be provided which will be 'safe' in flooding conditions, in accordance Site Access with Section 22 of FD2320 (Defra, 2005). An evacuation plan should be developed for areas that are at risk of river flooding, as described in Section 7.7 of the Level1 SFRA.

Adjacent to In riverfront areas, the Environment Agency will require a minimum buffer of 8m to the top of Rivers the riverbank, providing access to the river for maintenance purposes.

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APPENDIX D Level 2 Assessment of Minerals & Waste Sites

March 2010 Report No. P9514100072-2-A02

Golder Associates (UK) Ltd. Clyde House Reform Road Maidenhead Berkshire SL6 8BY UK T: [+44] 01628 586200

ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 1 4/EW/03 4/EW/03 Land adjacent to Lymington Crossings (RD014) Lymington Crossings 418988.19 541281.65 Esh Winning Open Countryside - Wildlife Corridor 578.391 15763.97 3a yes 18% 21% Consideration See development management recommendations b3 2 4/DU/14 4/DU/14 Land off Sidegate, CF004 Sidegate 427250 542999 Durham - Crossgate & Framwelgate Part Brownfied within Settlment/part Greenbelt - Part of site in Green Belt so reduced yield - Conservation Area, AHLV 297.031 2279.95 1 b4 3 4/DU/42 4/DU/42 Land at Fernhill, Crossgate Moor NC003 Fernhill, Crossgate Moor 426014.91 543229.49 Durham - Nevilles Cross Green Belt 507.59 16921.51 1 b4 4 4/DU/24 4/DU/24 20-26 North Road CF009 230-26 North Road 0 0 Durham - Crossgate & Framwelgate Approved Residential 126.05 637.428 1 yes yes b4 5 4/UM/13 4/UM/13 Land to the West Of Bannerman Terrace (UM003) Bannerman Terrace 0 0 Ushaw Moor Land in Multiple Ownership 291.656 3807.93 1 b4 6 4/MF/06 4/MF/06 Land to the rear of Lobley Hill Road (ME001) Lobley Hill Road 424918.08 539891.06 Meadowfield Land in Multiple Ownership - Allotments 375.419 8677.43 1 yes c4 7 4/KE/04 4/KE/04 Land West of Primary School, , (KE003) Land West of Primary School 434032.02 536344.57 Kelloe Greenfield Departure Inside Settlement Boundary - Access Constraints 316.005 5424.8 1 yes yes c5

See Figure. Relatively large proportion of site within Zone 3a 8 4/EW/07 4/EW/07 Land at Fairview Stables (EW003) Fairview Stables 419322.1 542059.15 Esh Winning Brownfield_Greenfield within Settlement - Adjacent to Riparian Habitat - Yield Restricted by Flood Zone 3 498.136 7775.13 3a yes 61% 66% Consideration with average flood depth (1 in 100) approximately 0.9m. b3 Allocation for housing not recommended.

9 4/BO/06 4/BO/06 Former Cape Asbestos Site BO005 Cape Asbestos Site 430140.74 538567.57 Bowburn Approved Residential Site - 3 of 12 ha to remain for employment 1544.23 120102.25 1 yes c5 11 4/DU/27 4/DU/27 Old Elvet North Side EL003 North Side 427807.09 542356.43 Durham - Elvet Brownfield Inside Settlement Boundary - Development Opportunity in City Centre DPD 442.088 5510.92 3a 0% 11% Negligible b4 12 4/DU/58 4/DU/58 Telephone Exchange Building SN003 Telephone Exchange, Claypath 0 0 Durham - St. Nicholas Brownfield In Settlement - Current use on site - Mixed use will limit yield - 294.203 3662.36 2 0% Negligible b4 13 4/DU/62 4/DU/62 Land at Claypath SN004 Claypath 427514.3 542686.99 Durham - St. Nicholas Brownfield In Settlement - Current use on site - Mixed use will limit yield 349.522 4904.54 1 b4 14 4/DU/60 4/DU/60 Former Ice Rink Site SN001 Former Ice Rink 427348.87 542765.54 Durham - St. Nicholas Brownfield Inside Settlement Boundary - Development Opportunity in City Centre Paper 399.066 5870.79 3b yes yes 14% 19% 100% Consideration See development management recommendations b4 15 4/DU/12 4/DU/12 West Milburngate CF011 West Milburngate 0 0 Durham - Crossgate & Framwelgate Approval on site but Major Contraints due to Topography 215.164 1478.99 1 b4 16 4/DU/01 4/DU/01 Disused Garage off Road, NC012 Darlington Road 0 0 Durham - Nevilles Cross Current use as car-hire - other constraints such as topography and site layout make the site unsuitable for housing 130.302 674.197 1 b4 17 4/LM/03 4/LM/03 Land East of Onslow Terrace, Langley Moor (LM008) East of Onslow Terrace 425365.82 540232.7 Langley Moor Greenbelt outside Settlement Boundary 486.068 8093.8 1 yes c4 18 4/DU/20 4/DU/20 Land adjacent to Farnely Tower CF013 Farnley Tower CF013 0 0 Durham - Crossgate & Framwelgate Current use means no foreseeable availability - Current use Hotel 139.359 1201.3 1 b4 19 4/DU/64 4/DU/64 Back Silver Street SN010 Back Silver Street 0 0 Durham - St. Nicholas Constrained Site with Previous Refusal 61.8021 222.432 1 b4 20 4/DU/17 4/DU/17 Avenue House, North Road CF010 Avenue House 0 0 Durham - Crossgate & Framwelgate Brownfield within Settement - Listed Building within Conservation Area 256.88 1916.02 1 yes yes b4 21 4/DU/26 4/DU/26 Elvet Waterside EL004 Elvet Waterside 427829.95 542418.87 Durham - Elvet Brownfield Inside Settlement Boundary - Development Opportunity In City Centre DPD 629.326 15255.16 3b yes yes 40% 78% 88% Major See 'major' site constraints b4 22 4/BR/05 4/BR/05 Brandon and District Social Club (BR005) Commercial Street, Brandon 0 0 Brandon Approved Residential 273.787 3623.88 1 c4 23 4/DU/59 4/DU/59 Land at Ustinov College_Kepier House SN006 Ustinov College 427880.63 542870.28 Durham - St. Nicholas Brownfield Inside Settlement Boundary - Application refused on lack of affordable housing 370.506 6960.33 1 b4 24 4/UM/14 4/UM/14 Land adjacent to Broom Hall Farm, (UM012) Adjacent to Broom Hall Farm (UM012) 423738.33 542543.25 Ushaw Moor Green Belt 555.332 9309.68 1 b4 25 4/DU/38 4/DU/38 Land Adjacent to Park and Ride Terminal, FM008 Sniperly, Framwellage Moor 0 0 Durham - Green Belt 262.337 3809.56 1 b4 26 4/DU/11 4/DU/11 Former Milford Care Home CF003 Milford Care Home 0 0 Durham - Crossgate & Framwelgate Current use means no foreseeable availability - Current use as care home and Previous Refusal 267.152 3923.93 1 b4 28 4/UM/07 4/UM/07 Working Mens Club Ushaw Moor UM009 Working Mens Club 0 0 Ushaw Moor Approved Residential 124.663 820.435 1 b4 29 4/NB/08 4/NB/08 Land at Coal Depot, New , NB006 Coal Depot 0 0 New Brancepeth Approved Residential - No developer due to market conditions - Acheivability in next 5 years is questionable - Site partially cleared 169.772 1237.03 1 b4 30 4/BR/02 4/BR/02 Land at Commercial Street Brandon (BR001) Commercial Street 424195.81 540181.98 Brandon Approved Residential 410.194 10009.99 1 yes c4 31 4/BR/03 4/BR/03 Land East of Brandon Football Club (BR002) Brandon Football Club 424084.24 540286.85 Brandon Greenfield Outside Settlement Boundary - Consolidation Site 533.651 16672.7 1 c4 32 4/WR/01 4/WR/01 Land at Finchale View, , WR005 Land at Finchale View 431493.16 546693.15 West Rainton Approved Residential 475.993 12063.59 1 b4 33 4/DU/45 4/DU/45 Nevilles House, Sheraton Park, NC006 Sheraton Park 426382.28 541681.58 Durham - Nevilles Cross Approved Residential 321.12 4440.9 1 b4 34 4/DU/46 4/DU/46 Sheraton House off Darlington Road NC007 Darlington Road 426382.38 541610.69 Durham - Nevilles Cross Approved Residential 427.298 11157.32 1 yes b4 35 4/WR/03 4/WR/03 Land at Coal Depot, West Rainton WR004 Coal Depot 431468 546790 West Rainton Approved Residential but site unattractive to developers. HBF comment that site is not developable. HBF comment that density of site should be reduced 231.479 1807.91 1 b4 36 4/BO/04 4/BO/04 Land at Surtees Avenue (BO004) Surtees Avenue 430657.6 538133.59 Bowburn Protected Open Space in Local Plan - Policy E5A 443.993 4338.54 1 yes c5 37 4/CO/02 4/CO/02 Land to the rear of the Vicarage (CO013) The Vicarage 432243 535316 Land Locked/Backland 185.772 2006.62 1 c5 42 4/CO/08 4/CO/08 Land adjacent to St Josephs RC Church (CO008) St Josephs RC Church 431999.76 535965.19 Coxhoe Protected Open Space in Local Plan - Policy E5A 292.619 4468.63 1 yes c5 43 4/DU/65 4/DU/65 Land at Minster Court, Belmont (BE002) Minster Court 0 0 Durham - Belmont Current use means no foreseeable availability 194.218 2071.95 1 yes b4 44 4/DU/07 4/DU/07 Land adjacent to the Travellers Rest CG009 Travellers Rest, Gilesgate Moor 430854 543817 Durham - Carville & Gilesgate Moor Current use means no foreseeable availability - Current use means no foreseeable availability 252.158 2207.82 1 yes b4 45 4/DU/05 4/DU/05 Land adjacent to Belmont Business Park (CG006) Adjacent to Belmont Business Park 429896.73 543588.34 Durham - Carville & Gilesgate Moor Current use means no foreseeable availability - football pitch and recreation for school 1555.18 67793.17 1 yes b4 46 4/DU/13 4/DU/13 Land to the Rear of Redhills Miners Hall, CF008 Redhills Miners Hall Rear 426583.65 542592.57 Durham - Crossgate & Framwelgate Current use means no foreseeable availability - Current use, commercial garage 386.003 5618.48 1 yes b4 47 4/DU/15 4/DU/15 Land off Quarryheads Lane CF014 Quarryheads Lane 426998.89 541957.85 Durham - Crossgate & Framwelgate Protected Open Space in Local Plan - E5A - Woodland and Arborocultural Value, Conservation Area 337.096 5737.51 1 b4 48 4/DU/21 4/DU/21 Land at Quarry Heads Lane Roundabout CF015 Quarryheads Lane Roundabout 0 0 Durham - Crossgate & Framwelgate Major Constraints - Traffic and Highways issues, Cosnervation Area 202.851 2050.07 1 yes b4 49 4/DU/29 4/DU/29 Land to the Rear of Hallgarth Street (EL006) Hallgarth Street 427775 541816 Durham - Elvet Land in Multiple Ownership 282.264 3557.4 1 b4 50 4/DU/33 4/DU/33 Land to the Rear of the Avenue, FM006 The Avenue 0 0 Durham - Framwellgate Moor Proteced Open Space in Local Plan - Policy E5A 236.198 2035.05 1 yes b4 54 4/DU/40 4/DU/40 Land at Potters Bank NC011 Land at Potters Bank 426702.66 541242.71 Durham - Nevilles Cross Greenfield Departure Inside Settlement Boundary - Potential Acces Constraint 838.647 19087.93 1 b4 55 4/DU/50 4/DU/50 Land at Lichfield Road, NN002 Lichfield Road 427683.47 545596.03 Durham - Newton Hall North Protected in Local Plan - Policy E5A - Informal Recreational Area 350.293 6276.55 1 b4 56 4/DU/51 4/DU/51 Land adjacent to Pelaw View Centre, PG002 Pelaw View Centre 429459.24 542178.49 Durham - Pelaw & Gilesgate Protected in Local Plan - Policy E5A - Informal Recreational Area - 477.908 12334.74 1 b4 57 4/DU/54 4/DU/54 Land West of Laurel Avenue PG003 Laurel Avenue 0 0 Durham - Pelaw & Gilesgate Greenfield Departure Inside Settlement Boundary. However, access could be a major constraint and the area relates to open area outside. settlement bou 263.949 3438.84 1 yes yes b4 58 4/DU/53 4/DU/53 Land to the Rear of Malvern Villas PG004 Malvern Villas 0 0 Durham - Pelaw & Gilesgate Land in Multiple Ownership 242.392 2260.19 1 b4 59 4/DU/63 4/DU/63 Land at St Hild College SN009 St Hild College 0 0 Durham - St. Nicholas Land in Multiple Ownership - Potential Access Constraints 313.015 3573.55 1 b4 60 4/DU/61 4/DU/61 Land at Sixth Form Centre SN002 Sixth Form Centre 427559.42 542939.21 Durham - St. Nicholas Brownfield Inside Settlement Boundary - Reserved for Commercial Use 278.06 4002.43 3b yes 2% 17% 100% Consideration See development management recommendations b4 61 4/DU/55 4/DU/55 Land at Gilesgate Roundabout SN008 Gilesgate Roundabout 0 0 Durham - St. Nicholas Protected Open Space in Local Plan - Policy E5A 174.604 2022.38 1 b4 62 4/EW/05 4/EW/05 Land to the South of RC Primary School(EW005) RC Primary School 419407 541839 Esh Winning Land in Multiple Ownership 343.97 2869.29 1 b3 63 4/EW/02 4/EW/02 Land South of Acton Road, Esh W, (EW006) Acton Road 419431.15 541716.42 Esh Winning Land in Multiple Ownership - Immediately adjacent to AHLV and Deerness Valley Walk 399.523 6775.31 2 0% Negligible b3 64 4/EW/09 4/EW/09 Land to the Rear of Durham Road (EW004) Durham Road 419259.13 541907.25 Esh Winning Land in Multiple Ownership 399.251 4792.49 1 yes b3 65 4/EW/08 4/EW/08 Land West of West View, Esh W, (EW009) West of West View 0 0 Esh Winning Major constraints - Poor Access/Backland 206.77 2141.97 1 yes b3 66 4/EW/06 4/EW/06 Land rear of Station View, Esh W (EW010) Station View 419042 541581 Esh Winning Land in Multiple Ownership 258.414 2450.23 1 b3 68 4/KE/05 4/KE/05 Land adjacent to the Davy Lamp, Kelloe (KE004) Adjacent to Davy Lamp 0 0 Kelloe Brownfield Site within Settlement Constrained by Current Use as Garage Site 325.861 3400.84 1 yes yes c5 69 4/KE/06 4/KE/06 East of Morley Crescent, Kelloe, KE005 East of Morley Crescent 0 0 Kelloe Brownfield Site within Settlement Boundary Constrained by Current Use as Garage Site 246.94 3086.94 1 c5 70 4/LM/06 4/LM/06 Land adjacent to Mill Road, Langley Moor (LM006) Adjacent to Mill Road 425225 540558 Langley Moor Greenfield/Brownfield within Settlement - Part of Site Constrained by Current Use 213.554 2544.4 1 c4 71 4/LM/05 4/LM/05 Land to the East of St Cuthberts Av, (LM005) East of St Cuthberts Avenue 425134.5 540380.93 Langley Moor Open Space Protected in Local Plan - Policy E5A 499.014 7568.57 1 c4 72 4/LM/04 4/LM/04 Land adjacent to Railway Line, (LM002) Land adjacent to Railway Line 425349.59 540517.79 Langley Moor Current as Caravan Storage means no foreseeable availability 403.708 4977.34 1 c4 73 4/LM/08 4/LM/08 Land at Rear High St North, Langley Moor (LM004) Rear High St North 425224 540546 Langley Moor Current as Sommerfield Car Park means no foreseeable availability 357.577 3760.97 1 c4 74 4/LN/01 4/LN/01 Land at Beech Close, Low Newton LN001 Beech Close 428379 545686 Low Newton Brownfield within Settlement Boundary - No Constraints/Current Use 250.217 3343.23 1 yes yes b4 75 4/MF/01 4/MF/01 Land at Frederick St North, Meadowfield, (ME004) Frederick St North 0 0 Meadowfield Land in Multiple Ownership 458.494 3737.27 1 yes c4 76 4/MF/03 4/MF/03 Land at Frederick St South, Meadowfield (ME003) Frederick St South 424606.93 539545.3 Meadowfield Land in Multiple Ownership - Allotments 320.155 4809.63 1 yes c4 77 4/MF/05 4/MF/05 Land to the Rear of John Street South (ME002) Rear of John Street 0 0 Meadowfield Greenfield Departure Inside Settlement Boundary 232.794 3235.34 1 c4 78 4/PA/03 4/PA/03 Land off Wylam Terrace, Parkhill, PA003 Wylam Terrace 431439 536657.29 Parkhill Greenfield Departure Inside Settlement Boundary 283.295 4474.71 1 c5 79 4/UM/09 4/UM/09 Land West of New Acres, Ushaw Moor, UM007 New Acres 423148.46 542762.01 Ushaw Moor Protected Open Space in Local Plan - Policy E5A - Woodland 342.75 4769.78 1 yes b4 80 4/DU/23 4/DU/23 County Hospital, Durham CF007 County Hospital 426757.81 542708.94 Durham - Crossgate & Framwelgate Brownfield within Settlement Boundary 458.205 14412.76 1 yes b4

See Figure. Relatively large proportion of site within Zone 3a 81 4/WH/01 4/WH/01 Land South of Meadow View, Waterhouses WA003 South of Meadow View WA003 0 0 Waterhouses Greenfield Outside Settlement Boundary - Major constraints - SNCI, CWS, Flood Risk - 186.76 2319.02 3a yes 48% 54% Consideration with average flood depth (1 in 100) approximately 0.9m. c4 Allocation for housing not recommended.

82 4/WG/01 4/WG/01 Land at Witton Hall Farm, , RD005 Witton Hall Farm 423448.36 545399.1 Wittin Gilbert Open Countryside_Detached from Settlement 525.215 8716.23 1 b4 83 4/WG/03 4/WG/03 Land Adjacent to Witton Gilbert Carriageway, WG004 Adjacent to WG Carriageway 423829.78 545668.6 Witton Gilbert Green Belt 946.743 42036.42 1 yes yes b4 84 4/BE/04 4/BE/04 Colliery Reclamation Site, (BP003) Bearpark Colliery Reclamation Site 424062.16 543276.73 Bearpark Outside Settlement Boundary - Consolidation Site 315.167 4656.31 1 b4 85 4/BE/02 4/BE/02 Land at Waterworks, Bearpark, (BP002) Land at Waterworks 423676.36 543146.63 Bearpark Site mostly in Green Belt so Reduced Yield 375.772 8326.27 1 b4 86 4/UM/11 4/UM/11 Land adjacent to Deerness Valley School (UM005) Deerness Valley School 423134.64 543118.87 Ushaw Moor Greenbelt - Joins Ushaw Moor and Bearpark 727.961 31463.16 1 b4 87 4/UM/04 4/UM/04 land South of Eshwood View (UM011) South of Eshwood View 422985.85 542252.13 Ushaw Moor Green belt - Adjacent to SNCI, AHLV and Deerness Valley 601.763 19400.64 1 yes b4 88 4/BR/01 4/BR/01 Brandon Sawmills (BR004) Brandon Sawmills 423186.77 539191.31 Brandon Protected Open Space in Local Plan - Policy E5A 503.496 10016.72 1 yes c4 89 4/MF/04 4/MF/04 Land at Browney Lane, Meadowfield, (ME006) Browney Lane 424639.39 538947.36 Meadowfield Greenfield Outside Settlement Boundary - Non Consolidation Site - Wildlife Corridor - 1515.26 111335.86 1 yes c4 90 4/LM/01 4/LM/01 Durham Van Hire Site RD011 Durham van Hire 425437 540875 Langley Moor Open Countryside/Detached from Settlement & Green belt 300.606 3466.29 1 b4 91 4/DU/44 4/DU/44 Durham Johnston School Annex Site NC005 Durham Johnston School 426195.7 542599.23 Durham - Nevilles Cross Brownfied within Settlement Boundary 340.796 6010.96 1 b4 92 4/DU/31 4/DU/31 Hawthorne House Respite Care Home FM007 Acorn Place, Framwellgate Moor 426451 545580 Durham - Framwellgate Moor Brownfied Inside Settlement Boundary - No Constraints 230.667 3080.33 1 b4 93 4/DU/37 4/DU/37 Framwellgate School Surplus Land, FM005 Framwellgate School 426891.45 544997.57 Durham - Framwellgate Moor Greenfield Inside Settlement Boundary - Major Constraints - Current Use as School and constraint regarding access 644.078 11230.71 1 yes b4 94 4/DU/49 4/DU/49 St Godrics Primary, Surplus Land NN001 St Godrics 0 0 Durham - Newton Hall North Inside Local Centre so Greenfield Acceptable - No Constraints 273.112 3504.45 1 b4 95 4/DU/18 4/DU/18 Land off Franklands Lane CF005 Franklands Lane 427657.47 543274.53 Durham - Crossgate & Framwelgate Green Belt Outside Settlement Boundary 808.091 32549.66 3a yes yes 0% 52% Limited b4 96 4/DU/57 4/DU/57 Former Gilesgate Nursery School SN007 Gilesgate Nursery School 428053.68 542967.26 Durham - St. Nicholas Landlocked_No Access 431.456 8212.48 1 b4 97 4/DU/03 4/DU/03 Former Infant & Nursery School (CG003) Former School Gilesgate 429236.55 543223.4 Durham - Carville & Gilesgate Moor Brownfield Site within Settlment Boundary - No Constraints 373.162 5948.99 1 b4 98 4/HP/01 4/HP/01 Land adjacent to Pittington Village Hall (HP003) Pittington Village Hall 433174.41 544220.28 High Pittington Greenfield Outside Settlement Boundary - Non Consolidation Site 531.624 13731.2 1 b5 100 4/EW/01 4/EW/01 Land East of Woodland Place, Esh W (RD013) Woodland Place 419353.96 541528.87 Esh Winning Open Countryside - Wildlife Corridor 529.47 11395.11 1 yes b3 101 4/UM/12 4/UM/12 Ushaw Moor Infant School (UM004) Ushaw Moor Infant School 422641.36 542713.27 Ushaw Moor Brownfield in Settlement Boundary - Historic Building on longer on site 285.687 4649.37 1 b4 102 4/LM/02 4/LM/02 Land at North Brancepeth Terrace (LM001) North Brancepeth Terrace 0 0 Langley Moor Greenbelt Outside Settlement Boundary - Wildlife Corridor, Browney Valley, 282.711 3229.87 1 c4 103 4/SH/03 4/SH/03 Land North East of High House Farm SH005 Land North East of High House Farm 434079.21 542277.09 Sherburn Hill Greenfield Outside Settlement Boundary - Non Consolidation Site - HBF comment that site is unsuitable 1070.52 61157.34 1 b5 104 4/SH/05 4/SH/05 Land North of Jubilee Crescent, Sherburn Hill SH04 North of Jubille Crescent 433924.58 542525.22 Sherburn Hill Greenfield Outside Settlement Boundary - Non Consolidation Site - HBF comment that site is unsuitable 721.129 27649.66 1 b5 105 4/NB/07 4/NB/07 Land at Allotments, New Brancepeth NB005 Allotments 0 0 New Brancepeth Land in Multiple Ownership - Allotments 327.916 3059.35 1 b4 106 4/KE/03 4/KE/03 Land at Morley Crescent, Kelloe, (KE002) Morley Crescent 434094.77 536686.78 Kelloe Greenfield Departure Inside Settlement Boundary 532.846 8180.6 1 c5 107 4/HP/02 4/HP/02 Land East of Church Vale (HP002) East of Church Vale 433207.77 543870.59 High Pittington Greenfield Outside Settlement Boundary - Consolidation Site - Sewerage Works is Possible Constraint 614.432 16571.54 1 yes b5 108 4/DU/52 4/DU/52 Land at Bent House Lane, PG001 Bent House Lane 429569.57 542079.56 Durham - Pelaw & Gilesgate Greenfield Departure Inside Settlement Boundary - Part of Masterplan and 100% affordable housing proposed 462.31 9590.2 1 b4 109 4/DU/09 4/DU/09 Land at Ernest Place, Dragonville (CG002) Ernest Place, Dragonville 429501.03 542864.99 Durham - Carville & Gilesgate Moor Land Reserved for Employment 309.353 5157.29 1 b4 110 4/LU/02 4/LU/02 Land at Southlands, Ludworth, LU002 Southlands 436329.89 541131.96 Ludworth Greenfield Outside Settlement Boundary - Non Consolidation Site 329.003 4833.1 1 yes b5 111 4/LU/01 4/LU/01 Land North of Margaret Street, Ludworth, LU001 North of Margaret Street 436302.5 541498.13 Ludworth Greenfield Outsite Settlement Boundary - Non Consolidation Site - Within Site Nature Conservation Interest and County Wildlife Site - 527.517 11613.35 1 b5 112 4/CM/03 4/CM/03 Land at Tollhouse Road, Crossgate Moor (RD001) Tollhouse Road 0 0 Crossgate Moor Open Countryside/Detached from Settlement in Browney Valley 254.726 2936.38 1 yes b4 113 4/UM/06 4/UM/06 Land East of Broom Hall Estate, Ushaw Moor UM013 East of Broom Hall Estate 424358.1 542123.04 Ushaw Moor Green Belt 2172.06 204082.11 1 yes b4 114 4/UM/01 4/UM/01 Land at Works East of Station Road (UM010) Works East of Station Road 422718.34 542244.2 Ushaw Moor Brownfield - Most of Site in Settlement Boundary - Adjacent to AHLV, Deerness Valley and SNCI 433.809 8137.61 1 yes b4 116 4/SF/01 4/SF/01 Land at North Side, , SA001 North Side 434210.52 541077.75 Shadforth Greenfield Outside Settlement Boundary - Non Consolidation Site - Major Constraints - Conservation Area - Flood Risk 436.713 10842.28 3a yes 6% 9% Negligible b5 117 4/PA/01 4/PA/01 Land to the South of the Kicking Cuddy, Parkhill, Kicking Cuddy PA001 0 0 Parkhill Greenfield Outside Settlement Boundary - Non Consolidation Site - Merges Parkhill and Coxhoe 268.041 3931.9 1 c5 119 4/NB/03 4/NB/03 Land East of Fairfalls Terrace, New Brancepeth East of Fairfalls Terrace NB007 422343.11 541551.73 New Brancepeth Greenfield Departure inside Settlement Boundary 481.437 8268.69 1 yes b4 122 4/DU/02 4/DU/02 Land at Beechcroft, Broomside Lane, Belmont Beechcroft, Broomside Lane (BE001) 0 0 Durham - Belmont Approved Residential 247.669 3255.67 1 b4 123 4/LA/02 4/LA/02 421844.19 545174.03 435.329 7619.12 1 yes yes b4 124 4/QH/04 4/QH/04 Former Institute and Coal Depot, Quarrington Hill Former Institute (QH005) 0 0 Quarrington Hill Approved Residential 184.76 2161.49 1 c5 126 4/UM/08 4/UM/08 1 Rosewood Cottages and Rosewood Walk (UM008) osewood Cottages and Rosewood Walk (UM008) 0 0 Ushaw Moor Approved Residential 82.3674 419.547 1 b4 127 4/SB/01 4/SB/01 East Farm SB001 Sunderland Bridge Land at East Farm 426945.11 537608.39 Sunderland Bridge Conversion to Residential Approved 478.057 6563.84 1 c4 128 4/BO/05 4/BO/05 Land at Tail Upon End Lane (B001) Land at Tail Upon End Lane 431030.31 538640.03 Land at Tail Upon End Lane Approved Residential 842.798 28864.85 1 c5

See Figure. Proportion of site within Zone 3b Functional 135 4/DU/22 4/DU/22 Site of NEDL Primary Sub Station, Fram Waterside NEDL Sub Station CF006 0 0 Durham - Crossgate & Framwelgate Approved Residential - Electricity Sub Station In Use which effects acheivability 214.48 2282.68 3b yes yes 20% 24% 100% Consideration Floodplain should be avoided. See development management b4 recommendations for remaining proportion of site.

136 4/DU/30 4/DU/30 Land to the rear of Hallgarth House Hallgarth House EL005 0 0 Durham - Elvet Landlocked with No Acces 244.801 3451.27 1 b4 137 4/LM/09 4/LM/09 Land at South Back, Langley Moor LM003 South Back 0 0 Langley Moor Land in Multiple Ownership 269.971 3438.7 1 c4 138 4/CM/04 4/CM/04 Land West of the A167, Crossgate Moor West of A167, RD010 425614.18 543513.07 Crossgate Moor Open Countryside_Detached from Settlement 780.292 39113.15 1 yes b4 139 4/CM/02 4/CM/02 Land to the West of A167, Crossgate Moor West of A167 RD009 425616.91 543316.71 Crossgate Moor Open Countryside_Detached from Settlement 651.178 25926.94 1 yes b4 140 4/CM/01 4/CM/01 Land to the West of the A167, Crossgate Moor West of A167 RD008 425794.23 543203.1 Crossgate Moor Open Countryside_Detached from Settlement 774.17 35208.19 1 yes b4 141 4/DU/43 4/DU/43 Land to the West of A167, Crossgate Moor West of A167 NC004 425854.5 542965.38 Durham - Nevilles Cross Green Belt 804.64 32313.98 1 yes b4

Durham County Council Level 2 SFRA (March 2010) Page 1 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 142 4/QH/05 4/QH/05 Land adjacent to Allotments, Quarrington Hill Adjacent to Allotments QH006 433437.3 537337.1 Quarrington Hill Greenfield Outside Settlement Boundary - Non Consolidation Site - Major Constraints - Adjacent to SSSI and County Wildlife Site 708.853 31113.04 1 c5 143 4/BP/01 4/BP/01 Land South of Broompark, BM003 Broompark 424361.83 541563.25 Broompark Green Belt - Adjacent to AHLV, SNCI, Ancient Woodland and Wildlife Corridor 1066.6 45220.41 1 b4 144 4/UM/03 4/UM/03 Land South of Deerness Walk, Ushaw Moor Deerness Walk RD004 0 0 Ushaw Moor Open Countryside/Detached from Settlement 245.923 2094.71 1 yes b4 146 4/EW/04 4/EW/04 Land to the Rear of Newhouse Avenue, Esh W Newhouse Avenue (EW008) 418773.08 542164.84 Esh Winning Major Constraints - Topography and presence of Priest Burn 426.826 5767.45 1 b3 147 4/SH/02 4/SH/02 Land West of Churchill Terrace, Sherburn Hill Churchill Terrace RD003 434108.76 542041.82 Sherburn Hill Open Countryside_Detached from Settlement 969.827 58330.14 1 b5 150 4/DU/36 4/DU/36 Fire and Rescue HQ , Finchale Road, Finchale Road, FM002 426583.58 544229.93 Durham - Framwellgate Moor Brownfield Inside Settlemnet Boundary - Operational Fire and Abulance Stations need to be located elsewhere 744.75 19703.35 1 yes b4 151 4/WG/02 4/WG/02 Land at Snook Acre, Front Street, Witton Gilbert Snook Acre, Front Street WG003 423026.8 545667.03 Witton Gilbert Greenfield Outside Settlement Boundary - Non Consolidation Site - County Geological Site & County Wildlife Site within Browney Valley - Traffic Noise 410.329 8946.45 1 yes b4 152 4/CA/01 4/CA/01 Land at Dene View, Cassop CA001 Dene View 434862.94 538654.12 Cassop Greenfield Outside Settlement Boundary - Non Consolidation Site - Proximity to SSSI and Ancient Woodland - The HBF Agree that the site is unsuitable i 708.772 23394.29 1 c5 153 4/DU/10 4/DU/10 Land at Willowtree Avenue, Gilesgate Moor (CG001) Willowtree Avenue 429174.73 543702.37 Durham - Carville & Gilesgate Moor Greenfield Departure Inside Settlement Boundary 647.289 19209.79 1 b4 154 4/WG/05 4/WG/05 Land South of Front Street, Witton Gilbert, WG002 Front Street 423159.09 545632.79 Witton Gilbert Greenfield Outside Settlement Boundary - Non Consolidation Site - Traffic Noise Potential Constraint 988.39 15413.66 1 b4 155 4/CO/03 4/CO/03 Land at Coxhoe Industrial Estate (CO007) Coxhoe Industrial Estate 432096.98 536413.01 Coxhoe Current Employment Site - AdjacenttoSNCI 1757.13 81562.16 1 yes yes c5 156 4/WR/04 4/WR/04 Land North of Finchale View, West Rainton (WR003) Finchale View 431472.15 546777.46 West Rainton Greenfield Outside Settlement Boundary - Non Consolidation Site - Within Great North Forest Designation & Possible Highway Issues 358.068 6509.25 1 b4 157 4/KE/02 4/KE/02 Land North of Woodland Crescent (KE001) North of Woodland Crescent 433786.97 536422.01 Kelloe Greenfield Outside Settlement Boundary - Non Consolidation Site - Pond on site 1362.25 100039.32 1 yes c5 158 4/DU/25 4/DU/25 Durham Johnston Comp, Whinney Hill, EL002 Whinney Hill 428061.73 541891.55 Durham - Elvet Brownfield Inside Settlement Boundary - Conservation Area - 886.941 26421.56 1 b4 160 4/DU/16 4/DU/16 Byland Lodge CF012 Hawthorn Terrace 426568.8 542307.01 Durham - Crossgate & Framwelgate Brownfield inside Settlement - No constraints 343.979 7137.81 1 b4 162 4/SH/04 4/SH/04 Land north of North View, Sherburn Hill SH003 North of North View 433755.27 542530.02 Sherburn Hill Greenfield Outside Settlement Boundary - Non Consolidation Site - HBF comment that site is unsuitable 771.299 37949.71 1 b5 163 4/SH/06 4/SH/06 Land South of Front Street, Sherburn Hill (SH001) South of Front Street 433462.89 542006.15 Sherburn Hill Greenfield Outside Settlement Boundary - Non Consolidation Site with Major Constraints - Topography Issues & SSSI adjacent - 878.568 41459.08 1 b5 164 4/SB/03 4/SB/03 Land East of Mill Lane, Sherburn,SE002 East of Mill Lane 432159.54 542082.98 Sherburn Greenfield Outside Settlement Boundary - Consolidation Site - Highways comment not sustainable site and therefore not suitable 969.94 35607.59 1 yes b4 165 4/SB/02 4/SB/02 Land East of Forster Avenue, Sherburn, SE001 Forster Avenue 432229.06 542750.03 Sherburn Greenfield Outside Settlement Boundary - Non Consolidation Site - HBF consider site unsuitable 679.427 27360.63 1 b4 166 4/CO/06 4/CO/06 Land at Bogma Hall Farm (CO002) Bogma Hall Farm 432129.92 535156.07 Coxhoe Greenfield Outside Settlement Boundary - Consolidation Site 1495.33 78244.46 1 yes c5 167 4/CO/10 4/CO/10 Land between Grange Crescent and Avenue Farm(CO004 Grange Crescent and Avenue Farm 432502.17 535766.44 Coxhoe Greenfield Outside Settlement Boundary - Non Consolidation Site 402.155 9783.26 1 c5 169 4/NB/05 4/NB/05 Land at Former Nursery, New Brancepeth, NB003 Land at Former Nursery 0 0 New Brancepeth Approved for Residential 196.085 2461.44 1 yes b4 170 4/NB/04 4/NB/04 Land at School House, New Brancepeth, NB002 Land at School House 422609.7 541819.57 New Brancepeth Greenfield Outside Settlement Boundary - Non Consolidation Site - Proximity to AHLV and Deerness valley 282.823 4948.62 1 b4 171 4/CO/05 4/CO/05 Land West of Lowfield Bungalow, (CO006) West of Lowfield Bungalow 431924.9 536123.14 Coxhoe Protected Open Space in Local Plan - Policy E5A 598.038 11002.8 1 yes yes c5 172 4/WH/02 4/WH/02 Land North of St Pauls Church, Waterhouses,WA001 North of St Pauls Church 0 0 Waterhouses Greenfield Outside Settlement Boundary - Consolidation Site - Poor Access 236.066 2837.64 1 c4 173 4/DU/19 4/DU/19 Durham Police Headquarters CF002 Durham Police Headquarters 426977.38 544017.01 Durham - Crossgate & Framwelgate Current use means no foreseeable availability - Current Use Durham Police Headquarters - Adjacent to AHLV 1055.35 66371.98 1 b4 174 4/DU/28 4/DU/28 Durham Police Station, New Elvet, EL001 New Elvet 0 0 Durham - Elvet Brownfield within Settlement - Operational Police Station but designated as hosuing site in LDF 310.527 3877.78 2 yes 13% Negligible b4 175 4/UM/05 4/UM/05 Land to the North of Ladysmith Terrace UM001 Ladysmith Terrace 422835.14 543041.04 Ushaw Moor Greenfield Outside Settlement Boundary - Consolidation Site - HBF comment that site is suitable for 6-10 years 1364.82 99608.04 1 b4 176 4/DU/56 4/DU/56 Land at Kepier House SN005 Kepier House 427848.05 543005.58 Durham - St. Nicholas Residential Approved - Constrained by Topography and Soil Slippage 359.315 4874.76 3b 2% 8% 21% Consideration See development management recommendations b4 See Figure. Flood depth (1% (1 in 100) event) approximately 177 4/LB/01 4/LB/01 Land by River Browney (RD006) River Browney 425748.97 540908.61 Lowes Barn Open Countryside_Detached from Settlement within Browney Valley 1415.32 56388.89 3a yes 37% 46% Consideration 0.5m in affected proportion of site. See develoment b4 management recommendations. 178 4/LB/02 4/LB/02 Land at Park House, Lowes Barn, Durham (RD007) Park House 425921.65 541027.4 Lowes Barn Open Countryside_Detached from Settlement within Browney Valley 411.677 9021.19 1 b4 179 4/NB/01 4/NB/01 Land at Eshwood Hall, RD012 Eshwood Hall 421210.85 541681.19 New Brancepeth Open Countryside_Detached from Settlement 336.636 5258.08 1 yes b4 180 4/UM/02 4/UM/02 Land West of Station Terrace, Ushaw Moor, UM002 Station Terrace 422556.78 542485.13 Ushaw Moor Greenfield Outside Settlement Boundary - Non Consolidation Site - Unsustainable Site - Adjacent to Deerness Valley and AHLV - 1277.66 86731.55 1 yes b4 181 4/EW/10 4/EW/10 Land South of South Terrace (EW002) South Terrace 419849.96 542028.71 Esh Winning Greenfield Outside Settlement Boundary - Too Large to be Consolidation Site - Adjacent to SNCI, Ancient Woodland, Wildlife Corridor and AHLV - 1000.98 58737.63 3a yes 6% 7% Negligible b4 182 4/BE/01 4/BE/01 Land North of Cook Avenue, Bearpark (BP001) Land North of Cook Avenue, Bearpark XX0 0XX 423625.25 543565.48 Bearpark Greenfield Outside Settlement Boundary - Consolidation site - Bearpark Historic Park and Garden Designation. 1088.26 56308.13 1 b4 183 4/LP/02 4/LP/02 Land North of Low Pittington LP002 Land North of Low Pittington 432611.34 544880.42 Low Pittington Greenfield Outside Settlement Boundary - Non Consolidation Site - Backland - Unsustainable 421.557 7471.44 1 yes b4 184 4/LP/01 4/LP/01 Land at Paddock House, Low Pittington, LP001 Paddock House 0 0 Low Pittington Part Brownfield Outside Settlement Boundary - Consolidation Site 202.43 2053.33 1 yes b4 185 4/WG/04 4/WG/04 Land East of Brookside, Witton Gilbert, WG001 East of Brookside 423965.49 545923.22 Witton Gilbert Green Belt Outside Settlement Boundary 999.761 33610.99 1 yes yes b4 186 4/HP/03 4/HP/03 Land South of Manor View (HP001) Manor View 432946.88 543897.06 High Pittington Protected Open Space in Local Plan - Policy E5A - Football Pitch 360.489 6668.45 1 yes b4 187 4/MF/02 4/MF/02 Land East of Burnigill, Meadowfield, (ME005) East of Burnigill 424375.99 539075.28 Meadowfield Protected Open Space in Local Plan - Policy E5A - Football Pitch and Recreation Area 984.364 42177.43 1 yes c4 188 4/WR/05 4/WR/05 Land at Woodland View, West Rainton, WR002 Woodland View 432063.55 546403.67 West Rainton Protected Open Space in Local Plan - Policy E5A 608.967 10853.73 1 b4 189 4/UM/10 4/UM/10 Land East of Bracken Court (UM006) Bracken Court 423373.14 542909.04 Ushaw Moor Greenbelt & Woodland 379.916 6434.24 1 b4 190 4/CR/01 4/CR/01 Land at Salvin Street, Croxdale, CR001 Salvin Street 0 0 Croxdale Protected Open Space in Local Plan - Policy E5A - Adjacent to Ancient Woodland and Wildlife Corridor 256.474 3628.63 1 c4 191 4/SB/04 4/SB/04 Land North of Dowsey Road, Sherburn, SE003 North of Dowsey Road 431724.26 542973.31 Sherburn Greenbelt - Within prominent sight lines of the World Heritage Site - 1184.72 18059.36 1 b4 192 4/CO/12 4/CO/12 Land adjacent to Lowfield Bugalow, (CO005) Lowfield Bungalow 431955.48 536119.74 Coxhoe Site is land locked so Not Currently devlopable. Greenfield Departure within Settlement Boundary 402.88 4131.3 1 yes yes c5 193 2/WP/03 2/WP/03 South Farm DH9 0SH 423758.48 553894.45 West Pelton Area of high landscape value and Great North Forest 429.266 5514.5 1 a2 194 2/WP/01 2/WP/01 West Pelton House 423134 552849 West Pelton Great North Forest 213.563 1963.72 1 yes a2 195 2/BE/02 2/BE/02 Land adjacent to Station Road - Beamish 422762.56 553463.66 Beamish Great North Forest 477.739 7300.95 1 yes a2 196 2/WP/04 2/WP/04 Land south of West Pelton School 423076.48 552726.69 West Pelton Great North Forest 515.62 16461.96 1 a2 197 2/CH/06 2/CH/06 Pelaw Grange Cottage, North Road North Road 427353 553632 Chester-le-Street 210.484 2326.87 1 yes a2 198 2/CH/01 2/CH/01 Blind Lane _ Pelaw House DH3 4AF 427686.65 552676.85 Chester-le-Street Area of high landscape value, Great North Forest and borders green belt, condition that Pelaw House is not demolished. Current business more viable th 616.077 9647.29 1 a2 199 2/PE/03 2/PE/03 Front Street Pelton 25-27 Front Street DH2 1DD 425026 553088 Pelton Great North Forest 169.527 1406.57 1 a2 200 2/NF/02 2/NF/02 Land adjacent to Osbourne Court 424367 552281 Newfield Great North Forest 285.424 3236.92 1 yes b4 201 2/NF/01 2/NF/01 Land adjacent to Pelton Roseberry Comp. School 424611.95 552444.87 Newfield Great North Forest, 2 listed buildings 1363.65 100650.53 1 yes a2 202 2/PF/07 2/PF/07 Land East of Bellway development 425611.91 551556.72 Pelton Fell Great North Forest 430.623 6874.12 1 b4 203 2/PF/01 2/PF/01 Former scrapyard William Street DH2 2RS 425121 551988 Pelton Fell Great North Forest and local site of nature importance, not suitable as site identified as employment land 156.382 1476 1 b4 204 2/PF/06 2/PF/06 William Street Allotments 425166 551985 Pelton Fell Great North Forest and local site of nature importance, site not suitable as designated for employment land 180.574 2014.06 1 b4 205 2/PF/03 2/PF/03 Former Pelton Fell Social Club DH2 2RW 425426 551969 Pelton Fell Great North Forest 248.853 3374 1 b4 206 2/PF/04 2/PF/04 Owlett Car Sales and Coachworks DH2 2RR 425324 551976 Pelton Fell Great North Forest, not suitable allocated as employment land 245.181 1780.55 1 b4 207 2/PF/08 2/PF/08 Land at Stella Gill Bridge 426053.83 551755.4 Pelton Fell Great North Forest 752.748 10290.41 3b yes 4% 7% 11% Negligible b4 208 2/PF/05 2/PF/05 Land north of Stella Gill Bridge 425876.62 551829.37 Pelton Fell Great North Forest, small amount of site classified as County Wildlife Site, allocated in local plan for open space 1033.24 61681.3 3b yes 0% 0% 0% Negligible b4 209 2/CH/14 2/CH/14 Adjacent Market Tavern, South Burn 5-9 South Burns DH3 3EZ 427329 551612 Chester-le-Street flood zone applies to small area of site 158.771 970.79 3b yes 61% 68% 81% Significant See 'significant' site constraints b4 210 2/CH/05 2/CH/05 County Depot DH3 3RW 427727 551724 Chester-le-Street 226.124 3019.92 1 b4 211 2/CH/12 2/CH/12 Police Station_Law Courts Newcastle Road DH3 3TY 427493.05 551962.99 Chester-le-Street 391.128 7810.99 1 yes b4 212 2/CH/17 2/CH/17 Civic Centre Newcastle Road DH3 3UT 427514.94 551854.29 Chester-le-Street 633.994 17907.25 1 yes yes b4 213 2/BE/04 2/BE/04 Edenhill Plantation 422519.05 553206.44 Beamish Great North Forest, open countryside, unsustainable location, disproportionate development 3193.89 179146.86 1 yes a2 214 2/PE/05 2/PE/05 Land West of Heathmead 424386 552875 Pelton Great North Forest, prefered use open space, planning permission has been refused on a number of occassions 189.468 2020.38 1 a2 215 2/CH/13 2/CH/13 The Former Gas Board Depot South Burns DH2 2AB 426976.19 551654.41 Chester-le-Street Also environmental action area. Flood Zone only applies to small part of the site 350.96 4842.25 2 yes yes 2% Negligible b4 216 2/PE/04 2/PE/04 Pelton Community Primary Ouston Lane DH2 1EZ 425576.99 553283.65 Pelton Great North Forest 353.306 6930.67 1 yes a2 217 2/CH/22 2/CH/22 Picktree Motors Picktree Lane DH3 3RH 427599 551653 Chester-le-Street Flood zone covers half of site 153.192 1224.46 2 yes yes 92% Limited b4 218 2/CH/16 2/CH/16 Newcastle Road Garage 3 Pelaw Bank DH3 3TT 427395 551809 Chester-le-Street 130.184 940.365 1 yes yes b4 219 2/GV/01 2/GV/01 Land South of Pelton Lane & Working Mens Club 423504.63 551897.86 Grange Villa Great North Forest, would be resisted as would detract from attractiveness from settlement. 679.542 22770.22 1 yes b4 220 2/GV/02 2/GV/02 Pelton Grange 423630.3 552090.38 Grange Villa Great North Forest 347.955 4226.63 1 b4 221 2/GV/03 2/GV/03 Land at Edenhill Bank, Grange Villa 423170 552373 Grange Villa Great North Forest, unsustainable location 132.879 1104.98 1 b4 222 2/WP/02 2/WP/02 Old Millfield 422880.1 553155.85 West Pelton Great North Forest, Concern regarding sequential_ribbon development. 434.904 10827.58 1 a2 223 2/BE/03 2/BE/03 Land adjacent to Edenhill Planation 422726.03 553329.37 Beamish Great North Forest, open countryside, unsustainable location 1216.83 38840.43 1 a2 224 2/BE/01 2/BE/01 Land south of Urpeth Villas 422928.49 553375.5 Beamish Great North Forest 456.323 12058.31 1 a2 225 2/OU/01 2/OU/01 Brooms Public House DH2 1TJ 425114.73 554519.37 Ouston_Urpeth Great North Forest 621.277 20896.93 1 yes a2 226 2/PE/02 2/PE/02 Station Lane 424873 553017 Pelton Great North Forest 215.011 2264.76 1 yes yes a2 227 2/PE/01 2/PE/01 Brackenbeds Lane 425744.47 553158.16 Pelton Great North Forest 751.812 23273.52 1 yes a2 228 2/CH/18 2/CH/18 BOC Site, Birtley Vigo Lane DH3 2AN 427503.36 553804.55 Chester-le-Street Exclusion zone around site - however site would only be available if current use relocates, in which case HSE zone would not apply 1540 60380.37 1 yes a2 229 2/KI/07 2/KI/07 Land south of the Firs 425911 547159 Kimblesworth LA desire to retain as open space 235.225 2444.22 1 b4 230 2/KI/03 2/KI/03 Kimblesworth Allotments 425833.71 547273.22 Kimblesworth LA desire to retain allotments 940.34 23990.61 1 b4 231 2/KI/06 2/KI/06 Highlander Farm, Plawsworth DH2 3NN 426169.22 547222.21 Kimblesworth Site of Geological Importance, not sustainable location, would double settlement size 1712.65 93376.53 1 yes b4 232 2/ED/04 2/ED/04 Humbleburn Lane, Blackhouse 422269 550139 Great North Forest, not suitable for housing as open countryside, unstainable with no existing facilities 243.038 2700.76 1 b4 233 2/GL/01 2/GL/01 High Farm Front Street DH3 4JE 428944.48 549075.84 Area of high landscape value, site identified larger than planning application and as a whole would be unsuitable due to impact and openess of the gre 315.947 5005.39 1 b4 234 2/GL/02 2/GL/02 Scott Court 429488.01 549308.62 Great Lumley loss of valued open space 463.223 7209.79 1 b4 235 2/GL/04 2/GL/04 Old Mill View 429045 549034 Great Lumley Area of high landscape value, remainder of site would not be suitable as in greenbelt and would impact the attractiveness of the area 280.635 3656.86 1 b4 236 2/GL/03 2/GL/03 Dog & Gun PH, Front Street DH3 4JB 429332 549216 Great Lumley 164.161 1014.37 1 b4 237 2/FE/04 2/FE/04 Land behind garages at Finchale Terrace 431127 550312 Fencehouses Great North Forest 103.999 275.517 1 b4 238 2/PL/01 2/PL/01 North East Direct Access lawsworth Resettlement Centre, Durham Roa DH2 3NL 426091.21 548128.95 Plawsworth Unsustainable location, no existing facilities 519.847 16170.97 1 b4 239 2/SA/03 2/SA/03 Cross Lane Allotments 424355.83 547489 Loss of allotments 340.377 5613.04 1 b4 240 2/SA/05 2/SA/05 Penshaw View Penshaw View 424611 546850 Sacriston 239.521 2465.27 1 b4 241 2/SA/02 2/SA/02 Land north of Charlaw Terrace 423831 547085 Sacriston Land is currently used as individual garage plots, unsatisfactory access road, loss of parking 245.612 2482.61 1 yes b4 242 2/SA/01 2/SA/01 Land adjacent to Sacriston Industrial Estate 424189.97 547172.03 Sacriston 394.748 5791.17 1 b4 243 2/SA/06 2/SA/06 Land adjacent to Hexham Court 423645 547210 Sacriston Would involve diversion of public right of way and may be proximity issues 322.748 3337.75 1 b4 245 2/SA/08 2/SA/08 Daisy Hill Club DH7 6AU 423865 548237 Sacriston half outside the settlement boundary, subject to justification of the loss of the community facility 213.4 2600.06 1 b4 246 2/ED/03 2/ED/03 South of reed beds 423308.23 548999.14 Edmondsley Detached from settlement. 419.06 10150.16 1 b4 247 2/CH/03 2/CH/03 Land South of Park Road South 427518.06 550169.91 Chester-le-Street Area of High Landscape Value, poor connectivity to main connerbation due to A167 793.59 27409.94 1 b4 248 2/CH/19 2/CH/19 Adjoining Heathfield, Waldridge Park _ West Farm 425693.65 550723.75 Chester-le-Street 428.644 7793.72 1 b4 249 2/CH/04 2/CH/04 City Print Works DH3 3NJ 427676 550800 Chester-le-Street 122.862 808.209 1 yes b4 250 2/CH/21 2/CH/21 Former Springfield House DH3 3PU 427581 550998 Chester-le-Street 186.874 1878.04 1 yes b4 251 2/CH/02 2/CH/02 Land off Station Road - Chester le Street 427098.82 551318.08 Chester-le-Street 416.467 4104.78 1 yes b4 252 2/CH/20 2/CH/20 Wensley Roofing DH3 3DU 427181.18 551271.89 Chester-le-Street Allocated as industrial land in local plan however could also be suitable for housing as part of a mixed use development 307.979 4078.96 1 b4 253 2/BO/01 2/BO/01 Former Community Centre Primrose Hill DH4 6BH 431167.56 551004.31 Bournmoor 253.848 4017.29 1 b4 254 2/FE/01 2/FE/01 Builders Yard, Woodland Grange Woodland Grange DH4 6AF 431550 550320 Fencehouses Great North Forest 254.816 2514.99 1 b4 255 2/FE/03 2/FE/03 Lumley Brickworks Village DH4 6TR 430579.67 550427.5 Fencehouses Great North Forest, allocated as employment site - check employment land review. 446.424 9926.12 1 b4 256 2/CH/10 2/CH/10 Land to the South of Hermitage Park 427259.87 549962.16 Chester-le-Street Area of high landscape value, borders ancient woodland and site of geological importance, development would be resisted 800.552 37377.64 1 b4 257 2/CH/23 2/CH/23 Hermitage Comprehensive 426178.54 551020.8 Chester-le-Street 630.395 24141.74 1 yes b4 258 2/CH/24 2/CH/24 Gray Avenue DH2 2EZ 426792 550809 Chester-le-Street 237.492 2782.82 1 b4 259 2/NE/01 2/NE/01 Nettleworth Playingfields 425587 547953.75 Nettlesworth 679.158 26543.74 1 b4 260 2/KI/02 2/KI/02 Land at Tan Hills 425968 547621 Kimblesworth 260.112 3660.64 1 b4 261 2/KI/01 2/KI/01 Open Space adjoining Hawthorne & Sycamore Close 425875.4 547383.59 Kimblesworth Limited potential 855.731 9488.1 1 b4 262 2/KI/04 2/KI/04 Land to the south of Kimbleworth 425886.55 546996.87 Kimblesworth 569.939 20462.05 1 b4 263 2/KI/05 2/KI/05 Land to rear of Gair Court 425917.92 547765.22 Kimblesworth 567.756 18675.66 1 b4 264 2/SA/11 2/SA/11 Land at Davison Terrace DH7 6AE 423938.68 547598.21 Sacriston 468.578 10816.67 1 b4 265 2/SA/16 2/SA/16 Mount Pleasant 423793.27 547804.67 Sacriston 442.918 10555.81 1 yes b4 266 2/SA/10 2/SA/10 Sacriston Industrial Estate Extension Adj Council Yard 423581.13 547879.47 Sacriston Site of Geological Importance Not deemed suitable for housing as designated industrial 364.687 8268.03 1 b4 267 2/SA/07 2/SA/07 Sacriston Garage Front Street DH7 6JT 423932 547255 Sacriston May be suitable for mixed use but is in primary shopping area. 214.347 2811.85 1 b4 268 2/SA/14 2/SA/14 New Close Farm, south of Witton Road 423883.91 546645.78 Sacriston 660.056 18473.1 1 b4 269 2/CM/01 2/CM/01 Land to the east of Chester Moor 426966.33 549430.91 Chester Moor 475.831 12764.62 1 b4 270 2/CH/07 2/CH/07 Land between Waldridge Lane & Road 425476.24 550485.9 Chester-le-Street Great North Forest, next to a SSSI, only greenfield land between waldridge village and Chester west 1162.77 72907.16 1 b4 271 2/CH/08 2/CH/08 Land between Waldridge Road & Castle Farm 425620.47 550086.16 Chester-le-Street only greenfield land between waldridge village and Chester west 1920.77 177810.1 1 yes yes b4 272 2/CH/15 2/CH/15 Land behind Ullswater Road 426815.13 550156.74 Chester-le-Street Site of nature importance, site would not be suitable as high amenity value to the area 554.901 12349.31 1 b4

Durham County Council Level 2 SFRA (March 2010) Page 2 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 273 2/CH/11 2/CH/11 Land adjacent to Caragh Road 426990.54 550199.75 Chester-le-Street Site of nature importance so would not be considered for housing 310.173 5711.71 1 b4 274 2/BO/02 2/BO/02 Marigold Crescent DH4 6EF 431158 551302 Bournmoor Would resist development 157.621 1113.17 1 b4 275 2/SA/15 2/SA/15 Playingfields west of Church Parade 423779.75 547528.98 Sacriston Would be the loss of a playing field 369.183 8006.48 1 b4 276 2/SA/13 2/SA/13 Sacriston Primary School DH7 6LQ 424094.05 546717.84 Sacriston It would involve the loss of a playing field 655.461 24121.74 1 b4 277 2/SA/12 2/SA/12 Lingley House Farm North 423519.98 547565.94 Sacriston 812.533 26156.22 1 yes b4 278 2/SA/09 2/SA/09 Land between Mafeking Tce & Charlaw Tce Mafeking Terrace _ Charlaw Terrace DH7 6NE 423945.77 546995.44 Sacriston 729.892 15046.55 1 b4 279 2/ED/02 2/ED/02 North of Braeside, South of Cong Burn 423429.76 549346.03 Edmondsley Site borders Ancient Woodland. Would resist development as unsustainable location as would effectively double settlement size 1240.3 83015.59 1 yes b4 280 2/FE/02 2/FE/02 Land north of Morton House 431431.68 550138.59 Fencehouses Great North Forest, woodland trust, potential drainage issues, next to listed building which may affect design 2396.06 176299.48 1 yes b4 281 2/PF/09 2/PF/09 Whitehall Farm DH2 2NR 425167.78 551326.22 Pelton Fell Great North Forest 635.449 23184.87 1 yes b4 282 2/CH/09 2/CH/09 Land behind the Vineries 427713.25 550355.59 Chester-le-Street Site of high landscape value, development would be resisted, small amount of site falls into flood zone 2 -Detached from settlement 601.428 13973.11 2 0% Negligible b4 283 2/WV/02 2/WV/02 Land to rear of Cedar St and Olive St 425314.72 550090.53 Waldridge Village 405.227 7370.01 1 b4 284 2/WV/01 2/WV/01 Former Co-op Buildings DH2 3RB 425089 550156 Waldridge Village 160.692 875.054 1 b4 285 2/WA/01 2/WA/01 Play area Waldridge Village 425156.07 550098.05 Waldridge Would involve the loss of a community facility, unsustainable location 369.68 5392.48 1 b4 286 2/ED/01 2/ED/01 Fleece Cottages 423470.44 549002.55 Edmondsley 469.332 8794.25 1 b4 289 2/PF/02 2/PF/02 3 sites north of Cragside 426229.8 551770.86 Pelton Fell Great North Forest 295.927 4911.4 1 b4 290 1/RD/05 1/RD/05 MAIDEN LAW HOSPITAL 416643.22 548683.4 REST OF DISTRICT 989.359 52575.99 1 yes b3 291 1/RD/08 1/RD/08 USHAW COLLEGE 421941.71 543870.51 REST OF DISTRICT 1523.13 46628.09 1 yes b4 292 1/RD/17 1/RD/17 CAUSEY ROAD 419897.04 554629.26 REST OF DISTRICT 2246.32 148454.91 1 a2 293 1/LA/07 1/LA/07 CADGER BANK 416041.26 547235.76 LANCHESTER 881.019 36108.73 1 yes yes b3 294 4/QH/03 4/QH/03 Land East of David Terrace, Quarrington Hill East of David Terrace, QH004 433927.93 537231.17 Quarrington Hill Greenfield Outside Settlement Boundary - Non Consolidation Site - Constrained by Proximity to SSSI and Watercourses - HBF consider site is unsuitable 959.486 52105.131 yes c5 295 4/QH/02 4/QH/02 Land Between Belle View and Cassop Primary School, Belle View and Cassop QH003 433818.35 537705.58 Quarrington Hill Greenfield Outside Settlement Boundary - Non Consolidation Site - HBF consider site is unsuitable 610.926 20114.66 1 yes c5 296 4/QH/01 4/QH/01 Land opposite Half Moon Pub, Quarrington Hill, QH0 Half Moon Pub, QH002 0 0 Quarrington Hill Greenfield Outside Settlement Boundary - Non Consolidation Site - HBF think site is unsuitable 208.672 2364.63 1 c5 297 4/SH/01 4/SH/01 Land West of Kell Crescent, Sherburn Hill Kell Crescent RD002 433323.23 542366.83 Sherburn Hill Open Countryside_Detached from Settlement 634.778 21387.49 1 b5 298 4/BE/03 4/BE/03 Land East of Aldin Rise (BP004) Land East of Aldin Rise 0 0 Bearpark Approved Residential 257.791 2846.26 1 b4 300 4/NB/02 4/NB/02 Land adjacent to School House, New Brancepeth, Adjacent to School House, NB001 422641.59 541820.32 New Brancepeth Greenfield Outside Settlement Boundary - Non-Consolidation Site - Proximity to AHLV and Deerness Valley 550.566 8469.71 1 b4 301 4/BP/02 4/BP/02 26/02/2008 Broom Farm 0 0 Broompark Green Belt 248.814 2537.75 1 b4 302 2/FE/05 2/FE/05 00 206.5 2273.13 1 b4 303 1/AP/04 1/AP/04 LAND AT DDC DEPOT HARELAW 416073.82 552657.05 ANNFIELD PLAIN 737.056 10922.96 1 yes b3 304 1/CO/42 1/CO/42 TEMPLETOWN PHASE 3 TEMPLETOWN 411328.47 549477.88 1853.33 126099.87 1 yes b3 305 1/CO/17 1/CO/17 SHOTLEY BRIDGE TENNIS CLUB BENFIELDSIDE 409571.92 552507.93 CONSETT 321.681 4919.49 1 b3 306 1/BR/01 1/BR/01 NORTH OF ST JOHNS MEWS 419266.29 548761.3 414.918 8304 1 yes b3 307 1/RD/03 1/RD/03 MALTON COLLIERY 418170.67 546024.84 REST OF DISTRICT 1394.32 83275.91 3a yes 0% 0% Negligible b3 308 1/CO/16 1/CO/16 ROSEDALE AVENUE BENFIELDSIDE 409790.34 552405.6 CONSETT 693.674 21017.24 1 yes b3 309 1/CO/24 1/CO/24 FORMER PIMPERNEL FACTORY BLACKHILL 409812.01 551710.1 CONSETT 542.081 9062.72 1 yes b3 310 1/CO/50 1/CO/50 MOORSIDE PH MOORSIDE 408758 549238 CONSETT 271.039 3907.36 1 b3 311 1/CC/01 1/CC/01 CHARLOTTE HOUSE 417126 543436 COLLIERY 278.482 3609.68 1 b3 312 1/AP/06 1/AP/06 EAST OF HEATHFIELD GARDENS CATCHGATE 416737.89 552519.43 ANNFIELD PLAIN 675.34 27171.05 1 yes b3 313 1/CO/15 1/CO/15 SHOTLEY BRIDGE HOSPITAL SHOTLEY BRIDGE 410285.7 552870.76 CONSETT 2400.86 132775.89 1 yes b3 314 1/CO/07 1/CO/07 LAUREL DRIVE LEADGATE 412514.2 551172.11 CONSETT 1917.68 149120.05 1 yes b3 315 1/AP/12 1/AP/12 FAIRVIEW TERRACE 416114.9 551430.95 ANNFIELD PLAIN 281.152 4892.57 1 b3 316 1/BR/04 1/BR/04 MULLBERRY LODGE 419098.53 548248.64 BURNHOPE 447.258 6798.29 1 b3 317 1/CO/57 1/CO/57 WEST OF ROWLEY BANK CASTLESIDE 407915.47 548497.61 CONSETT 764.89 15148.07 1 b3 318 1/ST/04 1/ST/04 BEAMISH MARY PIT EAST STANLEY 420987.47 553619.16 STANLEY 1736.32 110294.9 1 a2 319 1/LP/05 1/LP/05 MIDHILL CLOSE 421104.25 544461.11 LANGLEY PARK 1098.48 40874.21 1 yes b4 320 1/LA/06 1/LA/06 NEWBIGGIN LANE 415899.14 547780.07 LANCHESTER 1281.43 91136.42 1 yes b3 321 1/CO/04 1/CO/04 PONT HEAD LEADGATE 412512.87 552297.87 CONSETT 1538.39 111910.55 1 yes b3 322 1/RD/13 1/RD/13 RAVEN HOTEL 410716.27 554510.68 REST OF DISTRICT 380.709 6496.14 1 a1 323 1/ME/01 1/ME/01 GRANGE COTTAGE 411738.31 554331.71 MEDOMSLEY 639.941 21805.21 1 yes a1 324 1/CO/09 1/CO/09 VILLA REAL RAILWAY BRIDGE VILLA REAL 412000.2 551540.93 CONSETT 1328.64 49031.09 1 yes b3 325 1/AP/18 1/AP/18 FORMER GREENCROFT LOWER SCHOOL NEW KYO 417946.3 551665.71 ANNFIELD PLAIN 981.436 43330.17 1 yes b3 326 1/BR/02 1/BR/02 BURNHOPE RECLAMATION SCHEME 419215 548598 BURNHOPE 214.276 2837.52 1 yes b3 327 1/AP/10 1/AP/10 EAST OF STANHOPE GARDENS 417035.42 551806.72 ANNFIELD PLAIN 465.46 6354.08 1 yes b3 328 1/LP/06 1/LP/06 ROAD 420668.92 544565.56 LANGLEY PARK 3025.97 163912.44 1 yes b4 329 1/ST/35 1/ST/35 SOUTH OF LIME STREET SOUTH MOOR 418850.25 551368.26 STANLEY 536.097 10645.2 3a yes 5% 5% Negligible b3 330 1/RD/04 1/RD/04 HEADLEYHILL LANE 417035.56 542125.2 REST OF DISTRICT 3148.18 285773.48 1 yes b3 331 1/ME/03 1/ME/03 SOUTH OF HUNTERS CLOSE 412198.8 554199.54 MEDOMSLEY 1818.79 108080.86 1 yes a1 332 1/CO/13 1/CO/13 SOUTH OF BERRY EDGE FARM 410983.28 552283.14 CONSETT 657.137 26356.41 1 b3 333 1/BU/02 1/BU/02 BURNOPFIELD CRICKET CLUB 417383.4 556750.27 BURNOPFIELD 428.244 11362.69 1 yes a1 334 1/BU/03 1/BU/03 SYKE ROAD 416714.61 556372.21 BURNOPFIELD 872.779 33533.02 1 yes a1 335 1/AP/05 1/AP/05 CARRMYERS FARM CATCHGATE 416427.01 552571.25 ANNFIELD PLAIN 859.359 32624.5 1 yes b3 336 1/AP/19 1/AP/19 SHIELD ROW LANE NEW KYO 417732.94 551508.25 ANNFIELD PLAIN 884.974 30241.01 1 yes b3 337 1/ST/10 1/ST/10 EAST STANLEY SCHOOL EAST STANLEY 420431 553146 STANLEY 258.038 3560.06 1 a2 338 1/BR/05 1/BR/05 FORMER COLLIERY CANTEEN 419071 548278 BURNHOPE 235.858 2508 1 b3 339 1/BR/03 1/BR/03 VALE VIEW 419111.49 548420.41 BURNHOPE 381.974 5868.88 1 b3 340 1/HA/01 1/HA/01 DERWENT COTE 411658.07 556429.54 HAMSTERLEY 391.65 6223.76 1 yes a1 341 1/AP/13 1/AP/13 PONTOP TERRACE GREENCROFT 416238.36 551266.75 ANNFIELD PLAIN 409.689 7397.36 1 b3 342 1/ST/14 1/ST/14 KINGS HEAD EAST STANLEY 419879.64 552887.68 STANLEY Only a portion of the site is suitable as the football pitch would need to be retained. 1516.73 57886.21 1 yes a2 343 1/CO/25 1/CO/25 ST AIDANS CHURCH HALL BLACKHILL 410138 551568 CONSETT 212.107 2751.96 1 yes b3 344 1/CO/28 1/CO/28 MORTIMER STREET BLACKHILL 409844.24 551257.57 CONSETT 383.563 8136.65 1 yes b3 345 1/CO/33 1/CO/33 PONDS COURT 410448 550580 CONSETT 270.62 3899.38 1 yes b3 346 1/CO/40 1/CO/40 HOWNSGILL INDUSTRIAL ESATATE TEMPLETOWN 410469.99 549663.21 CONSETT 1999.81 124687.51 1 yes b3 347 1/RD/15 1/RD/15 ALLENDALE COTTAGES 411634.76 555298.37 REST OF DISTRICT 918.504 41017.63 1 a1 348 1/AP/14 1/AP/14 GORCOCK TERRACE GREENCROFT 415833.27 550810.47 ANNFIELD PLAIN 377.054 5837.8 1 b3 349 1/AP/20 1/AP/20 MORRISON BUSTY NORTH 417605.51 551202.93 ANNFIELD PLAIN 1152.04 48152.43 1 yes b3 350 1/HA/02 1/HA/02 LOW WESTWOOD HEAP 411425.28 556181.11 HAMSTERLEY 780.016 31153.19 1 yes a1 351 1/RD/16 1/RD/04 BYERMOOR COLLIERY 419036.49 557106.81 REST OF DISTRICT 2643.66 153274.57 1 yes a2 352 1/RD/14 1/RD/14 BROOMHILL TIP 411179.27 554964.43 REST OF DISTRICT 315.957 5767.02 1 yes a1 353 1/RD/01 1/RD/01 WASKERLEY QUARRY 404187.35 545261.72 REST OF DISTRICT 1171.88 25727.31 1 yes b2 354 1/CO/05 1/CO/05 NORTH OF DERWENT CRESCENT LEADGATE 412714.85 552158.3 CONSETT 607.744 9751.27 1 yes b3 See Figure. Flood depth (1% (1 in 100) event) approximately 355 1/LA/10 1/LA/10 LYNWOOD HOUSE 416772.08 547260.02 LANCHESTER 394.325 8550.47 3b yes 2% 57% 73% Consideration 0.1m in affected proportion of site. See develoment b3 management recommendations. 356 1/CO/37 1/CO/37 VICTORY YARD DELVES LANE 411259.23 550332.92 CONSETT 566.754 16570.1 1 b3 357 1/CO/39 1/CO/39 MCVICKERS COMPOUND TEMPLETOWN 410747.57 550169.22 CONSETT 590.456 10282.77 1 b3 358 1/CO/32 1/CO/32 STATION YARD 411151 550785 CONSETT 302.59 2354.07 1 b3 359 1/LA/08 1/LA/08 KINGS HEAD PH 416688 547323 LANCHESTER 187.216 2093.64 3a yes 0% 100% Limited b3 360 1/CO/29 1/CO/29 WEST OF PARK ROAD 410432.72 551209.04 CONSETT 630.497 18721.22 1 yes b3 361 1/ST/16 1/ST/16 THE ASHTON BUILDING 419354 553000 STANLEY 275.533 3957.45 1 a2 362 1/ST/19 1/ST/19 FORMER FIRE STATION OXHILL 419152 552584 STANLEY 185.197 2079.58 1 b3 363 1/CO/31 1/CO/31 BERRY EDGE BUSINESS PARK 410031.14 550834.55 CONSETT 1119.18 75916.12 1 yes b3 364 1/LP/03 1/LP/03 HILLTOP VIEW 421647.41 544637.42 LANGLEY PARK 667.265 16755.5 1 yes b4 365 1/CO/36 1/CO/36 CASTLEDENE ROAD DELVES LANE 411900 550191 CONSETT 260.889 2588.08 1 b3 366 1/CO/38 1/CO/38 IVESTON ROAD DELVES LANE 411739.02 549956.05 CONSETT 598.612 11716.04 1 yes b3 367 1/CO/46 1/CO/46 FOURTH STREET LEADGATE 412500.05 552080.81 CONSETT 505.759 10857.65 1 yes b3 368 1/CO/45 1/CO/45 WATLING STREET LEADGATE 412378.28 552199.88 CONSETT 566.006 16774.73 1 yes b3 369 1/CO/06 1/CO/06 DUNELM CLOSE LEADGATE 412977 551384 CONSETT 373.596 3794.77 1 b3 370 1/ST/08 1/ST/08 SUNNY TERRACE BARN HILL 419474.28 553370.82 STANLEY 380.826 6489.88 1 a2 371 1/ST/06 1/ST/06 WYLAM ROAD SHIELD ROW 420184 553473 STANLEY 300.461 2294.06 1 a2 372 1/ST/23 1/ST/23 GALE STREET SOUTH MOOR 419003 552225 STANLEY 234.869 2604.76 1 b3 373 1/ST/36 1/ST/36 QUAKING HOUSES QUAKING HOUSES 418811.51 550916.19 STANLEY 414.48 9844.54 1 b3 374 1/CO/52 1/CO/52 DUNELM ROAD MOORSIDE 408453.14 549488.83 CONSETT 498.772 11224.99 1 yes b3 375 1/CO/22 1/CO/22 SOUTH VIEW BRIDGEHILL 409186.75 551646.96 CONSETT 410.907 9021.58 1 b3 376 1/CO/53 1/CO/53 SOUTH OF GRORUD MOORSIDE 408615.82 548988.48 CONSETT 358.018 6470.21 1 b3 377 1/CO/27 1/CO/27 FELLTOP BLACKHILL 409690.35 551315.12 CONSETT 484.255 5845.7 1 yes b3 378 1/CO/30 1/CO/30 WEST HAVEN 410410 551106 CONSETT 227.497 2486.49 1 b3 379 1/CO/43 1/CO/43 FELLSIDE DELVES LANE 411650.18 549369.11 CONSETT 1246.38 49592.02 1 yes b3 380 1/CO/18 1/CO/18 PEILE PARK SHOTLEY BRIDGE 409395.43 552745.54 CONSETT 364.594 4649.93 1 b3 381 1/ST/37 1/ST/37 LEAHOLME QUAKING HOUSES 418718 550873 STANLEY 211.001 2361.97 1 b3 382 1/CR/07 1/CR/07 FAWCETT HILL 421270 550838 CRAGHEAD 240.002 2129.01 1 yes b4 383 1/LA/09 1/LA/09 PETH BANK ALLOTMENTS 416905 547410 LANCHESTER 227.736 2318.22 1 b3 384 1/LA/05 1/LA/05 KITSWELL ROAD 416243 547807 LANCHESTER 292.677 3666.61 1 b3 385 1/LP/02 1/LP/02 KINGSWAY 421357 544971 LANGLEY PARK 220.147 2122.23 1 yes b4 386 1/BR/06 1/BR/06 REAR OF SOUTH VIEW 418967.86 548152.42 BURNHOPE 427.639 9389.48 1 yes b3 387 1/BR/08 1/BR/08 GREENWOOD AVENUE 418897.73 547532.9 BURNHOPE 967.234 42120.93 1 yes yes b3 388 1/ST/31 1/ST/31 MIDDLES FARM SOUTH STANLEY 420117.13 551698 STANLEY 2211.6 99632.09 3a yes yes 0% 1% Negligible b4 389 1/CO/02 1/CO/02 LAMPLAS LEADGATE 412159.49 552534.53 CONSETT 565.066 18322.56 1 yes b3 390 1/CO/21 1/CO/21 CHAYTOR ROAD BRIDGEHILL 408973.58 552150.05 CONSETT 552.177 14745.67 1 b3 391 1/BR/07 1/BR/07 WHITEHOUSE FARM 418992.54 547746.68 BURNHOPE 624.353 10082.85 1 b3 392 1/CO/51 1/CO/51 ST PIUS CHURCH MOORSIDE 408658.51 549337.11 CONSETT 345.191 5861.39 1 b3 393 1/SA/02 1/SA/02 SCHOOL 411579.73 543164.73 SATLEY 351.684 4940.54 1 b3 394 1/AP/22 1/AP/22 HARELAW FARM HARELAW 416161.34 553021.81 ANNFIELD PLAIN 293.073 4155.76 1 a1 395 1/CR/02 1/CR/02 WELLFIELD HOUSE 421593 551075 CRAGHEAD 263.17 3876.57 1 b4 396 1/SA/03 1/SA/03 PUNCH BOWL 411738 543342 SATLEY 294.345 3520.66 1 yes b3 397 1/DI/06 1/DI/06 BUTE ARMS DIPTON 415667 553991 DIPTON/FLINT HILL 239.402 3484.43 1 yes a1 398 1/CR/06 1/CR/06 CRAGHEAD SCHOOL 421378 550809 CRAGHEAD 223.766 2648.07 1 b4 399 1/ST/09 1/ST/09 NORTH OF EAST STANLEY SCHOOL EAST STANLEY 420439.23 553195.29 STANLEY 422.757 6483.25 1 a2

Durham County Council Level 2 SFRA (March 2010) Page 3 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 400 1/CO/10 1/CO/10 BELLE VIEW LEISURE CENTRE 411153.28 551354.06 CONSETT 401.253 8330.17 1 yes b3 401 1/CO/11 1/CO/11 BELLE VIEW SWIMMING BATHS 411093.96 551221.98 CONSETT 514.755 8917.53 1 b3 402 1/CR/05 1/CR/05 LOWERY LANE 421582.63 550718.22 CRAGHEAD 316.368 5978.13 1 b4 403 1/CR/04 1/CR/04 OSWALD STREET 421582.81 550942.6 CRAGHEAD 380.397 5100.51 1 b4 404 1/CR/03 1/CR/03 THOMAS STREET 421836.52 551000.26 CRAGHEAD 441.468 11704.79 1 b4 405 1/CR/01 1/CR/01 CRAGHEAD LANE 421837.8 551109.27 CRAGHEAD 657.783 16284.66 1 b4 406 1/CR/08 1/CR/08 CRAGHEAD INDUSTRIAL ESTATE 421226.64 550615.05 CRAGHEAD 693.468 23162.27 1 yes b4 407 1/ST/27 1/ST/27 HOLLYHILL GARDENS SOUTH STANLEY 419846.01 551963.72 STANLEY 710.353 11941.86 1 yes b4 408 1/BU/04 1/BU/04 LAMBTON GARDENS 416525.44 556251.16 BURNOPFIELD 515.315 13883.83 1 yes a1 409 1/ST/18 1/ST/18 PEA ROAD OXHILL 418692.36 552531.09 STANLEY 947.025 36912.42 1 b3 410 1/DI/04 1/DI/04 BONE LANE FLINT HILL 416041.58 554215.84 DIPTON_FLINT HILL 693.057 24277.45 1 yes a1 411 1/ST/15 1/ST/15 HUMBER HILL EAST STANLEY 420013.64 552576.24 STANLEY 952.829 37984.39 1 yes a2 412 1/CO/20 1/CO/20 WOOD STREET SHOTLEY BRIDGE 409127 552973 CONSETT 272.9 2240.04 1 yes a1 413 1/ST/25 1/ST/25 COOKSON PLACE SOUTH STANLEY 420686 552144.82 STANLEY 375.807 5365.54 1 b4 414 1/ST/20 1/ST/20 EASTFIELDS SOUTH STANLEY 419249.62 552385.48 STANLEY 355.604 8279.6 1 b3 415 1/ST/13 1/ST/13 STANLEY COURT EAST STANLEY 420367.92 552804.21 STANLEY 391.683 7411.12 1 yes a2 416 1/LA/14 1/LA/14 DENESIDE 417318.74 547086.81 LANCHESTER 300.305 4564.54 1 b3 417 1/ST/30 1/ST/30 THAMES CRESCENT SOUTH STANLEY 419483.86 551723.71 STANLEY 352.564 4674.22 1 yes b4 418 1/ST/26 1/ST/26 DURHAM ROAD SOUTH STANLEY 420156.77 552183.54 STANLEY 333.095 4810.32 1 b4 419 1/TL/02 1/TL/02 TANFIELD LEA 418690.14 554289.43 TANFIELD LEA 428.922 9194.75 1 yes a1 420 1/WH/01 1/WH/01 ALDER CRESCENT 416770.73 554355.89 WHITE LE HEAD 1434.88 78814.32 1 a1 421 1/ST/17 1/ST/17 BRACKEN CLOSE OXHILL 418893.33 552773.75 STANLEY 986.64 29993.45 1 b3 422 1/ST/21 1/ST/21 EDEN TERRACE OXHILL 418497.96 552335.54 STANLEY 653.736 13666.03 1 b3 423 1/AP/02 1/AP/02 FONDLYSET LANE HARELAW 416052.59 553003.05 ANNFIELD PLAIN 469.016 9538.6 1 a1 424 1/AP/01 1/AP/01 STOBILEE HARELAW 415931.29 553180.36 ANNFIELD PLAIN 793.358 27674.06 1 a1 425 1/AP/03 1/AP/03 SOUTH OF HARELAW HARELAW 415896.58 552452.25 ANNFIELD PLAIN 2021.12 193998.87 1 yes b3 426 1/AP/09 1/AP/09 HAMSTERLEY GARDENS 416711.66 551718.38 ANNFIELD PLAIN 593.63 10527.35 1 yes b3 427 1/AP/15 1/AP/15 CLAVERING PLACE 416752.82 551270.22 ANNFIELD PLAIN 554.785 16637.19 1 yes b3 428 1/CO/54 1/CO/54 WARWICK AVENUE MOORSIDE 408298.88 549082.54 CONSETT 562.83 15326.25 1 yes b3 429 1/DI/05 1/DI/05 POPLAR GROVE FLINT HILL 416271.45 553902.91 DIPTON_FLINT HILL 464.939 9411.22 1 a1 430 1/DI/01 1/DI/01 FLINT HILL FLINT HILL 416669.03 554648.88 DIPTON_FLINT HILL 1575.28 111111.63 1 yes a1 431 1/CO/56 1/CO/56 ROWLEY BANK CASTLESIDE 408163.52 548490.81 CONSETT 609.994 15062.53 1 b3 432 1/LA/11 1/LA/11 SMALLHOPE BURN 416712.97 547131.93 LANCHESTER 372.213 5608.24 3b yes 8% 7% 20% Negligible b3 433 1/CO/01 1/CO/01 BRADLEY LEADGATE 411799.33 552900.75 CONSETT 1535.38 111257.27 1 b3 434 1/ME/04 1/ME/04 SOUTH OF MEDOMSLEY 411953.64 553896.16 MEDOMSLEY 855.183 43050.58 1 yes a1 435 1/ME/05 1/ME/05 HIGH BRADLEY FARM 411876.56 553466.09 MEDOMSLEY 3374.54 216128.04 1 yes a1 436 1/ES/02 1/ES/02 EAST OF ESH 420134.53 544047 ESH 1101.24 46996.41 1 b4 437 1/ES/01 1/ES/01 WEST OF ESH 419461.94 543879.12 ESH 1084.87 52585.1 1 b4 438 1/ML/01 1/ML/01 MAIDEN LAW 417405.45 549599.15 MAIDEN LAW 549.019 17491.13 1 yes b3 439 1/LA/13 1/LA/13 SOUTH OF LANCHESTER 416703.34 546910.5 LANCHESTER 963.202 34403.76 3b yes 4% 6% 20% Consideration See development management recommendations b3 440 1/ST/02 1/ST/02 SOUTH CAUSEY KIPHILL 420382.79 554117.29 STANLEY 1293.21 91220.97 1 a2 441 1/ST/29 1/ST/29 HEATHERLEA QUAKING HOUSES 418447.64 550618.19 STANLEY 345.316 7650 1 b3 442 1/SA/01 1/SA/01 SOUTH OF SATLEY 411496.43 542920.9 SATLEY 549.569 14885.57 1 b3 443 1/LA/12 1/LA/12 HERDMANS CLOSE 416494.46 546941 LANCHESTER 387.103 5449.96 1 b3 444 1/LA/02 1/LA/02 FENHALL PARK 416290.91 548056.85 LANCHESTER 571.554 18389.76 3b yes 10% 18% 52% Limited b3 445 1/SA/04 1/SA/04 STEELEY FARM 411867.49 543709.79 SATLEY 284.963 4008.05 1 b3 446 1/ST/33 1/ST/33 MIDDLES ROAD SOUTH STANLEY 419895.57 551430.72 STANLEY 1336.62 79955.94 3a yes 1% 2% Negligible b4 447 1/CO/44 1/CO/44 SOUTH KNITSLEY LANE TEMPLETOWN 411199.07 549325.55 CONSETT 1107.93 42081.57 1 yes b3 448 1/RD/02 1/RD/02 HOLLINSIDE HALL 414955.96 546335.84 REST OF DISTRICT 385.511 8254.91 1 yes b3 449 1/DI/02 1/DI/02 ROBSON TERRACE FLINT HILL 416645.2 554488.96 DIPTON_FLINT HILL 278.639 4729.84 1 a1 450 1/AP/07 1/AP/07 KYO ROAD WEST KYO 416905.79 552445.81 ANNFIELD PLAIN 587.057 19909.08 1 yes b3 451 1/CO/03 1/CO/03 PONT FARM LEADGATE 412290.17 552453.98 CONSETT 1170.57 53840.27 1 yes b3 452 1/TL/01 1/TL/01 PARKSIDE 418401.32 554451.95 TANFIELD LEA 1469.1 90794.28 1 yes a1 453 1/CO/49 1/CO/49 TODD HILL FARM MOORSIDE 408890.84 549263.15 CONSETT 774.95 24483.14 1 yes b3 455 1/LA/01 1/LA/01 KITSWELL 416132.27 548103.16 LANCHESTER 333.234 6034.42 2 yes 12% Negligible b3 456 1/BU/01 1/BU/01 CROOKGATE BANK 417864.91 556736.36 BURNOPFIELD 1172.32 35558 1 yes a1 457 1/ME/02 1/ME/02 HANDLEY CROSS 412412 554603 MEDOMSLEY 201.628 2379.41 1 a1 458 1/RD/11 1/RD/11 HILL TOP 421386 544339 REST OF DISTRICT 208.185 2367.03 1 b4 459 1/RD/12 1/RD/12 THE FIRS 409564.93 553959.66 REST OF DISTRICT 375.65 6842.18 3a yes 0% 1% Negligible a1 460 1/MD/01 1/MD/01 NORTH VIEW 411054.13 553805.87 MEDOMSLEY EDGE 701.089 12581.61 1 a1 461 1/EB/01 1/EB/01 EBCHESTER HILL 410693.08 555079.39 EBCHESTER 1518.46 105082.43 1 yes a1 462 1/BU/05 1/BU/05 ROSE COTTAGE 416179.95 556477.59 BURNOPFIELD 456.022 11257.04 1 a1 463 1/CD/01 1/CD/01 CLOUGH DENE 417265.1 555387.76 CLOUGH DENE 1256.69 92194.12 1 a1 464 1/TF/01 1/TF/01 TANFIELD VILLAGE 418589 555378 TANFIELD 286.475 2393.94 1 a1 465 1/TT/02 1/TT/02 WHITE LE HEAD GARDENS 417268.39 554593.58 TANTOBIE 356.246 6574.53 1 a1 466 1/AP/16 1/AP/16 KYO LAWS NEW KYO 417492.28 551819.28 ANNFIELD PLAIN 1480.17 81857.02 1 yes b3 467 1/AP/17 1/AP/17 THE LODGE NEW KYO 418051 551831 ANNFIELD PLAIN 294.794 3501.17 1 b3 468 1/EW/01 1/EW/01 ROWLEY GILLOTS 418246.52 542452.05 ESH WINNING 1486.28 56002.92 3a yes 0% 0% Negligible b3 469 1/EH/01 1/EH/01 EAST HEDLEYHOPE 415676.62 540491.65 EAST HEDLEYHOPE 3160.37 206170.36 1 yes c4 470 1/AP/11 1/AP/11 WEST OF GREENCROFT GREENCROFT 415750.92 551347.64 ANNFIELD PLAIN 2894.52 260536.05 1 b3 471 1/ST/11 1/ST/11 EAST STANLEY EAST STANLEY 421171.26 552826.86 STANLEY 2501.35 167217.17 1 yes a2 472 1/ST/05 1/ST/05 VIEW WOOD EAST STANLEY 421123.81 553417.59 STANLEY 897.123 39775.23 1 a2 473 1/ST/03 1/ST/03 SHIELD ROW SHIELD ROW 420571.21 553627.84 STANLEY 1413.66 86816.48 1 yes yes a2 474 1/LA/04 1/LA/04 CROW HALL FARM 416575.43 548067.18 LANCHESTER 632.121 21626.9 2 yes 0% b3 475 1/CO/26 1/CO/26 PEMBERTON ROAD BLACKHILL 409286.67 551219.98 CONSETT 1053.48 45112.15 1 b3 476 1/CO/48 1/CO/48 HALL ROAD THE GROVE 409079.88 550526.65 CONSETT 467.57 11047.74 1 b3 477 1/CO/47 1/CO/47 LYDGETTS THE GROVE 409778.73 549787.29 CONSETT 1185.33 55282.24 1 yes b3 478 1/CO/41 1/CO/41 WYNCREST TEMPLETOWN 410877.7 549780.61 CONSETT 580.415 17892.83 1 b3 479 1/CO/55 1/CO/55 HORSE AND GROOM CASTLESIDE 408217.71 548944.35 CONSETT 433.586 10479.37 1 yes b3 480 1/TT/03 1/TT/03 BOLAMS BUILDINGS 417075.28 554328.14 TANTOBIE 950.194 37879.87 1 a1 481 1/CO/35 1/CO/35 CROOKHALL DELVES LANE 411819.95 550354.43 CONSETT 962.148 33440.63 1 b3 482 1/TM/01 1/TM/01 CHAYTOR TERRACE 421046.27 551249.74 THE MIDDLES 458.699 12558.88 1 yes b4 483 1/LA/03 1/LA/03 CROW HALL GARAGE 416524 547978 LANCHESTER 237.581 3142.81 2 yes 66% Limited b3 484 1/CO/08 1/CO/08 ENGLISH MARTYRS LEADGATE 412054.35 551342.42 CONSETT 1250.64 72576.63 1 yes b3 485 1/TT/01 1/TT/01 PENSHAW VIEW 417862.13 554471.62 TANTOBIE 652.9 14556.06 1 yes a1 486 1/CO/19 1/CO/19 SHOTLEY BRIDGE CRICKET CLUB SHOTLEY BRIDGE 409191.47 553620.38 CONSETT 1038.89 62921.49 3a yes 14% 34% Limited a1 487 1/RD/06 1/RD/06 COLLEGE ROAD WEST 421422 543822 REST OF DISTRICT 245.224 2945.14 1 b4 488 1/RD/07 1/RD/07 COLLEGE ROAD EAST 421605 543813 REST OF DISTRICT 229.557 2399.35 1 b4 489 1/RD/09 1/RD/09 USHAW FARM 421462.12 543615.43 REST OF DISTRICT 967.461 20439.53 1 b4 490 1/RD/10 1/RD/10 USHAW PARK 422391.45 543571.42 REST OF DISTRICT 2283.16 262113.65 1 yes b4 491 1/ST/24 1/ST/24 LOW STANLEY FARM EAST STANLEY 420922.75 552368.23 STANLEY 1074.58 58014.83 1 yes b4 492 1/ST/22 1/ST/22 OXHILL FARM SOUTH MOOR 418585.5 552181.76 STANLEY 1088.45 36109.08 1 b3 493 1/LP/04 1/LP/04 HILLSIDE 421509.9 544536.6 LANGLEY PARK 478.275 11536.49 1 yes b4 494 1/CO/34 1/CO/34 GLOUCESTER ROAD DELVES LANE 411509.41 550487.21 CONSETT 671.034 17978.45 1 b3 495 1/DI/03 1/DI/03 BIRD INN FLINT HILL 416228 554655 DIPTON/FLINT HILL 205.297 2315.63 1 a1 496 1/LP/01 1/LP/01 FORMER YOUTH CENTRE 421431 545140 LANGLEY PARK 287.697 3900.78 1 yes b4 497 1/ST/34 1/ST/34 SOUTH MOOR HOSPITAL SOUTH STANLEY 420003.73 551533.17 STANLEY 603.781 19767.38 1 yes yes b4 502 1/ST/12 1/ST/12 HUSTLEDOWN ROAD SOUTH STANLEY 419608 551416 STANLEY 1718.46 149461.68 3a yes 27% 33% Limited b4 503 1/ST/01 1/ST/01 REAR OF ASHTON BUILDING 419310 553014 STANLEY 261.357 3808.04 1 a1 504 1/LA/15 1/LA/15 BROCKWELL FARM 417431.51 546975.14 LANCHESTER 751.46 34633.69 1 yes b3 505 5/BL/01 5/BL/01 B1: Land at Pattison Gardens Land at Pattison Gardens 446891.34 538678.13 Blackhall 525.191 14926.39 1 c6 506 5/EA/01 5/EA/01 E1: Land north of Little Thorpe Land north of Little Thorpe 442306.56 542901.26 Easington 515.716 9338.98 1 b5 507 5/HA/01 5/HA/01 Ha1: Land west of B1280 Land west of B1280 437513.69 543541.75 Haswell 347.173 6247.56 1 yes b5 508 5/HA/02 5/HA/02 Ha2: Land south of Durham Lane Land south of Durham Lane 437247.7 542001.15 Haswell 926.551 30040.04 1 yes b5 509 5/HO/01 5/HO/01 Ho1: Car Park and Council Depot Car Park and Council Depot 444133.4 541731.65 Horden 412.653 7653.96 1 b5 510 5/MU/01 5/MU/01 M1: Thomas Brothers Site Thomas Brothers Site 440063.64 547028.1 Murton 951.045 45416.43 1 b5 511 5/MU/09 5/MU/09 M2: North of Thomas Brothers Site_Murton Colliery North of Thomas Brothers Site 439940.22 547311.87 Murton 1191.59 57258.74 1 b5 512 5/MU/10 5/MU/10 M3: Land at Truro Avenue Land at Truro Avenue 439742.12 547662.58 Murton 768.497 19695.7 1 b5 513 5/SE/07 5/SE/07 S2: Land west of Council Depot Strangford Road 441718.87 549467.33 412.682 9387.88 1 b5 514 5/SE/09 5/SE/09 S4: Seaham Colliery Site Seaham Colliery Site 441115.16 549615.77 Seaham Yeild remains the same as school is not a certainty 1786.22 134164.66 1 yes b5 515 5/SE/10 5/SE/10 S5: Lawnside The Lawns 441238.47 548866.58 Seaham 904.916 47675.11 1 b5 516 5/SE/11 5/SE/11 S6: Land north of Portland Avenue Land north of Portland Avenue 441374 549354.08 Seaham 923.141 30356.57 1 b5 517 5/SH/02 5/SH/02 Sh2: Burns and Moor Terrace Burns and Moor Terrace 439754.8 540547.88 Shotton 826.576 25177.93 1 c5 518 5/SO/01 5/SO/01 So1: Land north of Fallowfield Terrace Land north of Fallowfield terrace 438348 545064 229.35 2941.82 1 yes b5 519 5/TH/01 5/TH/01 Th1:Land north of Street Land north of Hartlepool Street 436778.86 539685.04 Thornley 667.936 17907.4 1 c5 520 5/TH/02 5/TH/02 Th2: Land to East of Coopers Close Land to East of Coopers Close 436699.44 539820.78 Thornley 957.332 52434.62 1 yes c5 521 5/TH/03 5/TH/03 Th3:Thornlaw North Thornlaw North 435911 539631.88 Thornley 845.929 38525.11 1 c5 522 5/TH/04 5/TH/04 Th4:Kenton Crescent Thornlaw South 436152.63 539392.08 Thornley 773.353 19782.55 1 yes c5 523 5/TH/08 5/TH/08 Tr1:Beech, Russel and Ash Grove Beech, Russel and Ash Grove 438516 536340 284.584 2789.47 1 c5 524 5/WH/01 5/WH/01 Wh1:Numbered Streets South of Black Lane 437646.68 539176.87 417.199 6088.92 1 c5 525 5/WH/02 5/WH/02 Wh2:Former Scrap Yard Site Black Lane 437846 539423.56 Wheatley Hill 367.207 8305.35 1 c5 526 5/WI/01 5/WI/01 Wi1:Tonks Site North Road 440159.12 537009.2 Wingate 859.732 30914.8 1 yes c5 527 5/SO/03 5/SO/03 So3: East of Windsor Drive East of Windsor Drive 437792.44 545436.38 South Hetton 1009.17 35417.57 1 b5 528 5/TH/09 5/TH/09 Tr2:Cinnamon Drive South of Margaret Terrace 438193.84 536175.45 Trimdon 785.722 26895.87 1 c5 529 5/WI/03 5/WI/03 Wi2:Land South of Moor Lane Land South of Moor Lane 440164.84 537284.86 Wingate 787.757 25525.62 1 c5

Durham County Council Level 2 SFRA (March 2010) Page 4 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 530 5/WH/03 5/WH/03 Wh3: Land at Quilstyle Road Land at Quilstyle Road 437113.87 538995.14 Wheatley Hill 635.258 24538.78 1 c5 531 5/WH/04 5/WH/04 Wh4: Land at Wheatley Hill Land at Wheatley Hill 437081 538844 Wheatley Hill 225.04 2902 1 c5 532 5/SE/12 5/SE/12 S7: Seaham Hall Farm Seaham Hall Farm 441921.37 550626.98 Seaham 720.93 12297.15 1 b5 533 5/WI/04 5/WI/04 Wi3: Wingate Grange Industrial Estate Wingate Grange Industrial Estate 439831.01 537246.91 Wingate 374.388 8767.96 1 yes c5 534 5/TH/10 5/TH/10 Tr3: Land at Deaf Hill Land at Deaf Hill 438110.87 536447.01 Trimdon 772.832 36670.61 1 yes c5 535 5/HA/03 5/HA/03 Ha3: Land at Haswell Land at Haswell 437795.04 543078.14 Haswell 1405.83 78215.54 1 yes b5 536 5/EA/02 5/EA/02 E2: Thorpe Lea Farm Thorpe Lea Farm 442033.31 543242.71 Easington 609.29 18640.7 1 b5 537 5/SH/03 5/SH/03 Sh3: Land at Shotton Lane Land at Shotton Lane 440044.22 540548.08 Shotton 518.762 11677.91 1 c5 538 5/SH/04 5/SH/04 Sh4: Salters Lane Salters Lane 438535.38 541419.29 Shotton 571.733 17309.62 1 b5 539 5/SO/04 5/SO/04 So4: Charters Crescent Charters Crescent 438265.29 544794.38 South Hetton 1120.67 64730.44 1 yes b5 540 5/SO/05 5/SO/05 So5: Logan Terrace Logan Terrace 437453.49 545349.74 South Hetton 965.574 32599.01 3a yes 21% 25% Limited b5 541 5/WI/07 5/WI/07 Wi4: Moors Home Moors Home 440958 535974 Station Town 175.711 1513.7 3a yes 45% 50% Limited c5 542 5/BL/02 5/BL/02 B2: Coast Road Coast Road 447533.69 537945.18 Blackhall Rocks 341.125 4281.96 1 c6 543 5/BL/03 5/BL/03 B3: Coast Road Coast Road 447599.7 537726.45 Blackhall Rocks 366.315 5360.46 1 c6 544 5/WI/05 5/WI/05 Wi5: Land at Wingate Land at Station Town 440953.44 535953.77 Wingate 690.085 21658.28 1 c5 545 5/TH/11 5/TH/11 Tr4: Rear of St Aidens Terrace Rear of St Aidens Terrace 438002.29 536493.92 Trimdon 455.036 6764.94 1 c5 546 5/TH/05 5/TH/05 Th5: Land adjacent Garden Terrace Land adjacent Garden Terrace 436943.13 539835.84 Thornley 655.665 20550.31 1 yes c5 547 5/EA/03 5/EA/03 E3: Land South of North Crescent Land South of North Crescent 442187.49 543386.18 Easington 939.421 37289.06 1 b5 548 5/SE/13 5/SE/13 S8: Camdon Camden Square 442414.67 548992.39 Seaham 315.359 5913.56 1 b5 549 5/SE/14 5/SE/14 S9: Parkside Parkside 442051.93 548220.9 Seaham Yeild halved as only bronfield element can be developed 671.557 24625.57 1 b5 550 5/PE/01A 5/PE/01A P1: North Blunts North Blunts 442502.68 540565.45 455.984 12128.63 1 c5 551 5/MU/11 5/MU/11 M4: Murton Primary Murton Primary 439472.1 547264.88 Murton 470.19 13896.72 1 b5 552 5/MU/12 5/MU/12 M5: Murton Nursery Murton Nursery 440076.34 547503.59 Murton 325.277 6078.46 1 b5 553 5/SH/05 5/SH/05 Sh5: Swan Castle Farm Swan Castle Farm 439410.97 540023.98 Shotton 670.369 26394.11 1 yes c5 554 5/WH/05 5/WH/05 Wh5: Dog Track Wheatley Hill Dog Track 437718.01 539410.44 Wheatley Hill 668.098 28220.83 1 c5 555 5/PE/12 5/PE/12 P2: Thorpe Hospital Thorpe Hospital 441923.93 542543.63 Peterlee 497.014 15250.64 1 b5 556 5/EA/04 5/EA/04 E4: Glenhurst Farm Glenhurst Farm 442826.83 543471.83 Easington 627.324 22942.87 1 b5 557 5/TH/06 5/TH/06 Th6: Land at Dunelm Stables Land at Dunelm Stables 435784.57 539289.2 Thornley 1276.12 58208.86 1 c5 558 5/WI/08 5/WI/08 Wi6: North of Heaton Terrace North of Heaton Terrace 440627.49 536279.71 Station Town 365.737 5385.68 1 yes c5 559 5/SH/06 5/SH/06 Sh6: Land North of Station Road Land North of Station Road 438801.22 541452.82 Shotton 1030.1 53018.61 1 b5 560 5/EA/05 5/EA/05 E5: Snowdons Coach Depot Snowdons Coach Depot 441846.84 543638.29 Easington Currently in business use. 375.756 7041.48 1 b5 561 5/EA/06 5/EA/06 E6: Dog Track Sunderland Road 441662.3 544406.83 Easington 602.523 19422.71 1 yes b5 562 5/WI/06 5/WI/06 Wi7: Greenfields Bungalow Greenfields Bungalow 440627 536275 Wingate 95.5264 558.081 1 c5 563 5/MU/13 5/MU/13 M6: Rex Cinema Site Edison Street 439517.76 547053.09 Murton 326.74 4302.27 1 b5 564 5/MU/14 5/MU/14 M7:Land rear of Pit Stop Garage Land rear of Pit Stop Garage 439815 546789 Murton 259.808 3269.28 1 b5 565 5/MU/15 5/MU/15 M8: Southern Site Tregoney Avenue 0 0 Murton 357.34 3540.55 1 b5 566 5/HO/02 5/HO/02 Ho2:Land South of Former Colliery Pumping Station Land South of Former Colliery Pumping Station 444316.47 541707.75 Horden 846.575 31011.69 1 b5 567 5/SH/07 5/SH/07 Sh7: Former King Street Former King Street 439765.11 540805.85 Shotton Colliery 415.311 6728.18 1 yes yes c5 568 5/WI/09 5/WI/09 Wi8: Land North of Rodridge Street Land North of Rodridge Street 440682.45 536490.87 Station Town 580.479 19833.11 1 yes c5 569 5/PE/17 5/PE/17 P3: Eden Lane School Eden Lane School 443426.9 541269.73 Peterlee 425.158 10528.2 1 b5 570 5/SE/02 5/SE/02 S10: Former Housing Site Parkside Laburnum Crescent 442084.28 548013.64 Seaham 1030.99 16567.16 1 b5 571 5/SE/03 5/SE/03 S11: Former labour Club Site Malvern Crescent 441340 549488 Seaham 270.519 2628.64 1 b5 572 5/WH/06 5/WH/06 Wh6: West Site Henderson Avenue 437266 538847 Wheatley Hill 308.179 3165.72 1 c5 573 5/BL/04 5/BL/04 B4: Coronation Garage Coast Road 447519.99 537814.87 Blackhall 352.266 6704.9 1 c6 574 5/WI/10 5/WI/10 Wi9: Area of Beechdale Close Area of Beechdale Close 440774 548517 Station Town 208.432 2588.09 1 c5 575 5/SE/04 5/SE/04 S12: Pumping Station Pumping Station 441116.97 546916.7 Cold Hesleden Yield amended to reflect historical building 659.769 24095.72 1 b5 576 5/HO/03 5/HO/03 Ho3: Sunday School Church Sunday School Church 444228.39 541051.41 Horden 258.346 4012.23 1 b5 577 5/SO/06 5/SO/06 So6: East of Methodist Church East of Methodist Church 438355.42 545112.5 South Hetton 655.225 13404.22 1 yes b5 578 5/SE/05 5/SE/05 S13: Land to Rear of Former Gas Works Land to Rear of Former Gas Works 443163 548748 Seaham 217.808 1543.26 1 b5 579 5/BL/05 5/BL/05 B5: Rear of Corry Close Rear of Corry Close 446043.65 539414.39 Blackhall 367.332 6722.62 1 c6 580 5/BL/06 5/BL/06 B6: Rear of Petrol Station Rear of Petrol Station 446271.1 539185.81 Blackhall 349.647 7619.34 1 c6 581 5/BL/07 5/BL/07 B7: Rear of Belmonte Avenue Rear of Belmonte Avenue 447025.59 538519.1 Blackhall 330.358 5244.17 1 c6 582 5/HE/01 5/HE/01 H4: West of Station Road West of Station Road 443978.73 538023.7 Hesleden 782.765 21996.14 1 yes c6 583 5/HO/04 5/HO/04 Ho4: Former Third and Fourth Streets Former Third and Fourth Streets 444374.02 541023.78 Horden 460.866 7005.63 1 b5 584 5/MU/16 5/MU/16 M9: Land at Watkin Crescent Land at Watkin Crescent 439338 547237 Murton 220.78 2826.31 1 yes b5 585 5/MU/02 5/MU/02 M10: Land at Watkin Crescent Land at Watkin Crescent 439233.95 547272.16 Murton 532.24 9309.32 1 yes b5 586 5/MU/03 5/MU/03 M11: Land at Calvert Terrace Land at Calvert Terrace 439141.98 547215.69 Murton 369.95 4582.39 1 b5 587 5/MU/04 5/MU/04 M12: Land at Calvert Terrace Land at Calvert Terrace 438996 547139 Murton 253.138 3547.76 1 b5 588 5/MU/05 5/MU/05 M13: Land at Bevan Square Land at Bevan Square 439042.02 547565.56 Murton 567.616 7047.44 1 b5 589 5/SH/08 5/SH/08 Sh8: Shotton Depot Shotton Depot 440046 540727 Shotton 237.902 2379.07 1 c5 590 5/SO/07 5/SO/07 So7: Hawthorn Cottages Hawthorn Cottages 438918.11 545121.4 South Hetton 321.736 5113.61 1 b5 591 5/WH/07 5/WH/07 Wh7: Rear of Henderson Avenue Rear of Henderson Avenue 437233 538835 Wheatley Hill 309.945 3336.99 1 c5 592 5/WH/08 5/WH/08 Wh8: Wheatley Terrace Wheatley Terrace 437326.29 538700.12 Wheatley Hill 374.599 5764.21 1 c5 593 5/WH/09 5/WH/09 Wh9: Rear of Peterlee Cottages Rear of Peterlee Cottages 437486.25 538664.63 Wheatley Hill 691.67 14237.15 1 c5 594 5/WI/02 5/WI/02 Wi10: Adjacent to Victoria House Adjacent to Victoria House 439782.74 537951.68 Wingate 354.44 5857.42 1 c5 595 5/SO/08 5/SO/08 So8: East of Windermere Road East of Windermere Road 439029 545103 South Hetton 302.318 2789.43 1 b5 596 5/MU/06 5/MU/06 M14: Murton House Farm The Village 438959 547049 Murton 176.806 1530.46 1 b5 597 5/MU/07 5/MU/07 M15: Coronation Sreet Coronation Street 439539 547272 Murton 190.158 665.652 1 b5 598 5/TH/07 5/TH/07 Th7: Crossways Crossways Hotel 435497.1 539135.97 Thornley 462.433 12181.28 1 c5 599 5/SE/08 5/SE/08 S3: Land at School Street Land at School Street, Dawdon 442879.27 548592.01 Seaham 1577.88 90349.51 1 b5 600 5/PE/18 5/PE/18 P4: North East Industrial Estate North East Industrial Estate 442960.74 542056.26 Peterlee 1930.52 180860.17 1 b5 601 5/MU/08 5/MU/08 M16: Land at Village Farm Land at Village Farm 438775.85 547169.43 Murton 337.929 6013.51 1 b5 602 5/BL/08 5/BL/08 B8: Atlee Avenue_Bevin Grove Atlee Avenue_Bevin Grove 446773.44 538458.22 Blackhall 526.809 8677.15 1 c6 603 5/SH/01 5/SH/01 Sh1:Land south of Front St and east of Windsor Plc nd south of Front Street and east of Windsor Plc 439875.26 540985.46 Shotton 670.103 18005.02 1 yes yes b5 604 5/SO/02 5/SO/02 So2:Land at Argyle Place Land at Ravensworth Court and Argyle Place 437648.37 545502.55 South Hetton 343.999 6903.51 1 b5 605 5/SE/01 5/SE/01 S1: Land East of South Terrace_Foundry Road Land east of South Terrace_Foundary Road 443056.46 549058.25 Seaham 467.439 10505.23 1 b5 606 5/SE/06 5/SE/06 S14: Dock Site Dock Site 443192.07 549375.94 Seaham 557.171 13559.07 3a 11% 13% Limited b5 607 5/PE/20 5/PE/20 P6: North of Helford Road North of Helford Road 442480.64 540072.82 Peterlee 937.606 20997.93 1 c5 608 5/PE/19 5/PE/19 P5: South of Avon Road South of Avon Road 442454 540250.48 Peterlee Site appears to border nature designations. 859.92 12342.69 1 yes c5 609 5/PE/21 5/PE/21 P7: South of Passfield Way South of Passfield Way 442240.31 540096.58 Peterlee 1311.68 30479.66 1 yes c5 610 5/PE/22 5/PE/22 P8: Oakerside Drive North Oakerside Drive North 442088.2 539730.05 Peterlee 955.227 20996.42 1 yes c5 611 5/PE/23 5/PE/23 P9: Oakerside Drive South Oakerside Drive South 442176.65 539530.83 Peterlee 1123.83 19246.29 1 yes c5 612 5/PE/02 5/PE/02 P10: College Site A College Site A 442669.96 540863.13 Peterlee 892.818 40752.49 1 yes b5 613 5/PE/03 5/PE/03 P11: College Site B College Site B 442830.35 540925.3 Peterlee 569.87 14837.27 1 b5 614 5/PE/04 5/PE/04 P12: Adjacent Burnhope Way Adjacent Burnhope Way 442030.14 540770.43 Peterlee 1610.33 66655.71 1 yes b5 615 5/PE/05 5/PE/05 P13: West of York Road West of York Road 441938.79 541812.61 Peterlee 486.473 13256.3 1 b5 616 5/PE/06 5/PE/06 P14: Essington Hill Essington Hill 442477.75 541567.47 Peterlee 360.13 4553.72 1 b5 617 5/PE/07 5/PE/07 P15: Edenhill Edenhill 442632.47 541749.42 Peterlee 739.044 33938.12 1 b5 618 5/PE/08 5/PE/08 P16:Yoden Road Yoden Road 442711 541628 Peterlee 186.027 2128.53 1 b5 619 5/PE/09 5/PE/09 P17:North of Yoden Way North of Yoden Way 443830.66 540707.93 Peterlee 815.692 32890.49 1 c6 620 5/PE/10 5/PE/10 P18: Dene House School Dene House School 443925.25 540631.91 Peterlee 925.912 29374 1 c6 621 5/PE/11 5/PE/11 P19: Dene House School Dene House School 443808.82 540464.08 Peterlee 429.157 10102.71 1 c6 622 5/PE/13 5/PE/13 P20: Manor Way Manor Way 443385.45 540293.11 Peterlee 940.54 23872.79 1 c5 623 5/PE/14 5/PE/14 P21: ITEC ITEC Site 442416.3 540698.04 Peterlee 665.476 17692.9 1 yes c5 624 5/EA/07 5/EA/07 E7: Easington Colliery 443785.22 544138.38 Easington Growth Point site. Housing market renewal area. Small area of open space within the site. 3690.28 468096.06 1 b5 625 5/EA/08 5/EA/08 E8: Easington School Easington School 443139.74 543932.08 Easington 380.218 7322.25 1 b5 626 5/PE/15 5/PE/15 P22: Town Centre Town Centre 442952.35 540685.28 Peterlee 1489.3 112154.79 1 yes b5 627 5/PE/16 5/PE/16 P23: Adjacent Shotton School Adjacent Shotton School 442214.29 539445.11 Peterlee 601.857 22059.24 1 c5 629 7/BM/157 7/BM/157 7/BM/157 Land to the Rear of High Street DL17 9BA 433318 531567 Although the site is recognised as open space in the PPG17 study, this actual area is not used as allotment gardens. 121.994 910.062 1 yes c5 630 7/BM/158 7/BM/158 7/BM/158 Land adjoining 4 Front Street DL17 9AJ 432897 531417 Bishop Middleham Bishop Middleham Conservation Area. Site lies within a 500m of Great Crested Newt Pond known as BM1 - Bishop Middleham Wildlife Garden. Although ne 78.7781 330.78 1 c5 632 7/BM/160 7/BM/160 7/BM/160 2 Front Street DL17 9AJ 432897 531417 Bishop Middleham Site lies within Bishop Middleham Conservation Area. Site also lies within a 500m buffer of Bishop Middleham Wildlife Garden which was surveyed in 20 78.5296 330.849 1 c5 633 7/BG/161 7/BG/161 7/BG/161 Land Rear of High Street 422266 534088 Byers Green None. 354.577 3118.55 1 634 7/BG/162 7/BG/162 7/BG/162 Berry Edge 421286 533986 Near Byers Green Site falls within EPOCH2 (1880-1890), EPOCH3 (1900-1930_ and EPOCH4 (Post 1930). Further site investigation required to establish the extent of the p 146.052 938.529 1 635 7/CH/163B 7/CH/163B 7/CH/163B OK Service Station 428709 530220 Chilton None. 148.217 1105.01 1 637 7/CH/165 7/CH/165 7/CH/165 Land to the rear of 11 the Crescent DL17 0EP 428759 529802 Chilton 167.569 840.333 1 c4 638 7/FH/166 7/FH/166 Land East of Croft Gardens Land East of Croft Gardens 430312.09 531754.04 Station Site is potentially contaminated and shown as EPOCH1 (1850-80), EPOCH3 (1900-1930) and EPOCH4 (post 1930). Condition 15 of the approved application r 740.797 12059.28 2 yes 3% 4% Negligible 640 7/FH/168 7/FH/168 7/FH/168 Land at Former Coal Depot 429121 532972 Ferryhill None. 212.533 1246.36 1 642 7/FH/170 7/FH/170 7/FH/170 Land at Church Lane 428924 532738 Ferryhill None. 147.607 1290.98 1 643 7/FH/171 7/FH/171 Corner of Barrington Terrace Corner of Barrington Terrace DL17 8NR 428280.12 532610.62 Ferryhill None. 365.731 6590.65 1 c4 644 7/FH/172 7/FH/172 7/FH/172 North View 428837 532900 Ferryhill None. 184.821 1067.23 1 645 7/FH/173 7/FH/173 7/FH/173 Land at Chapel Row (Phase 1) 430286 531639 Ferryhill Small part of the site falls within flood zone 3b although a flood risk assessment was submitted as part of the planning application. Sites falls wit 184.107 2169.68 1 650 7/KM/178 7/KM/178 7/KM/178 2 Cleveland View DL16 7JZ 426493 5314807 Kirk Merrington None. 81.8864 350.321 1 c4 651 7/MF/179 7/MF/179 7/MF/179 Wild Acre DL17 9AA 431411 531498 Mainsforth Site lies within 500 metres of a Great Crested Newt Pond. 64.3253 255.736 1 c5 652 7/NA/180 7/NA/180 7/NA/180 37-40 Phoenix House 427346 526189 None. 53.5762 107.592 1 653 7/NA/181 7/NA/181 7/NA/181 Christian Life Centre 426374 525384 Newton Aycliffe None. 197.955 2445.03 1 yes 654 7/AV/182 7/AV/182 7/AV/182 Land to the rear of 13-24 Durham Road 428403 523003 Aycliffe Village None. 347.168 2560.96 1 655 7/NA/183 7/NA/183 7/NA/183 121 Greenlee Garth DL5 7EX 426130 525486 Newton Aycliffe None. 56.9118 162.052 1 d4 657 7/NA/185 7/NA/185 Windlestone Home Farm Windlestone Home Farm 427171.23 527906.87 Countryside Mineral Safeguarding Areas - BGS information on the underlying geology indicates that mineral resources lie underneath the site. Please note that this 481.679 11127.51 1 yes d4 658 7/NA/186 7/NA/186 Site N Site N 427275.64 526242.56 Newton Aycliffe None. 567.012 18272.95 1 yes 659 7/NA/187 7/NA/187 Site O Site O 427115.67 526412.17 Newton Aycliffe None. 1080.49 46538.41 1 yes 660 7/NA/188 7/NA/188 7/NA/188 Land at Morrison Close DL5 4QZ 427674 526119 Newton Aycliffe None. 61.1654 231.69 1 d4 661 7/NA/189 7/NA/189 Land at Hawkshead Place Land at Hawkshead Place DL5 7AN 426677.44 525338.88 Newton Aycliffe None 542.742 17790.13 1 yes d4 662 7/NA/190 7/NA/190 7/NA/190 Former Aycliffe Arms 426495 525022 Newton Aycliffe None. 183.558 1796.2 1 yes 664 7/SF/192 7/SF/192 7/SF/192 Land rear of 30 The Lane TS21 3BE 435707 529118 Sedgefield None. 153.522 546.502 1 d5 669 7/SH/198 7/SH/198 7/SH/198 44 Redworth Road DL4 2JJ 423069 525575 None. 45.2157 96.2262 1 d4

Durham County Council Level 2 SFRA (March 2010) Page 5 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 670 7/SH/199 7/SH/199 7/SH/199 St Thomas Roman Catholic Church 422513 525967 Shildon Site is potentially contaminated: EPOCH4 (Post 1930). 359.744 3662.29 1 671 7/SH/200 7/SH/200 Shildon Court Shildon Court 423104.73 525832.33 Shildon Land is identified as potentially contamination EPOCH2 (1990-1890), EPOCH3(1900-1930) and EPOCH4 (Post 1930). 339.094 6410.15 1 yes 672 7/SH/201 7/SH/201 Shildon on Track Shildon on Track 423884.21 525752.13 Shildon Planning permission has a condition attached which seeks to clairfy site levels prior to any development commences. Site is potentially contamination 873.985 49341.58 2 yes 0% 0% Negligible 673 7/SH/202 7/SH/202 7/SH/202 Land Adjacent to 79 Main Street 422469 526436 Shildon Potentially contaminated land - EPOCH 2(1880-1890) and EPOCH 4 (Post 1930). 76.7502 240.17 1 674 7/SH/203 7/SH/203 7/SH/203 Garage Site 422504 526520 Shildon None. 65.3523 257.182 1 675 7/SH/204 7/SH/204 7/SH/204 Compass House 423250 526561 Shildon Site is potentially contaminated EPOCH 3 (1900-1930) and EPOCH4 (post 1930). 169.456 909.369 1 676 7/SH/205 7/SH/205 7/SH/205 19 North Terrace DL4 2HJ 423104 526869 Shildon None. 131.257 931.974 1 d4 677 7/SP/207 7/SP/207 7/SP/207 Tudhoe Lane DL16 6LL 426573 535378 Potentially contaminated land EPOCH4 (post 1930). 105.033 537.984 1 c4 678 7/SP/208 7/SP/208 7/SP/208 73 High Street 425590 533744 Spennymoor None. 65.5405 165.694 1 c4 683 7/SP/213 7/SP/213 7/SP/213 Low Grange Road DL16 6DT 426049 534335 Spennymoor Site lies within 500m of a Great Crested Newt Pond at 51a Durham Road. 168.345 1527.42 1 c4 685 7/SP/216 7/SP/216 Land at Grayson Road Land at Grayson Road 424420.88 533028.97 Spennymoor Land is potentially contaminated - EPOCH2 (1880-1890), EPOCH 3 (1900-1930), EPOCH4 (Post 1930). BGS information on the underlying geology indicates t 1560.89 133884.11 1 yes 686 7/SP/217 7/SP/217 7/SP/217 Former Lane Ends Garage 426457 534668 Spennymoor None. 135.737 1011.02 1 687 7/SP/218 7/SP/218 7/SP/218 Land to the rear of 37 Barnfield Road DL16 6EA 426365 534248 Spennymoor None. 63.0231 186.715 1 c4 690 7/SP/221 7/SP/221 7/SP/221 Old Chapel 424325 532461 Spennymoor None. 58.0888 210.742 1 691 7/SP/222 7/SP/222 7/SP/222 Land rear of 10 South View 425179 532714 Spennymoor None. 115.166 824.335 1 692 7/SP/223 7/SP/223 Thorns Lighting Thorns Lighting 426802.57 533561.5 Spennymoor Potentially contaminated land - EPOCH2 (1880-1890), EPOCH3 (1900-1930), EPOCH4 (Post 1930). Condition 20 seeks to ensure a desk top study of any cont 1676.28 124533.09 1 yes 693 7/SP/224 7/SP/224 7/SP/224 Land rear of 33-35 Durham Road DL16 6JN 425950 534367 Spennymoor Potentially contaminated land - EPOCH4 (post 1930). Site lies within 500m of a Great Crested Newt Pond at 51 a Durham Road. 90.9073 487.36 1 c4 694 7/SP/225 7/SP/225 7/SP/225 Former Middlestone Moor Youth Club 424546 532626 Spennymoor Site was identified as open space in the Council's Open Space, Sport and Recreation Study. 365.983 3467.71 1 695 7/TV/227 7/TV/227 7/TV/227, 7/TV/228, 7/TV/263 Independent Methodist Church Hall 437064 533716 Trimdon Village None. 165.174 1537.23 1 696 7/WC/229 7/WC/229 7/WC/229 Ashville 431253 534043 West None. 133.899 891.923 1 699 7/WC/232 7/WC/232 7/WC/232 Former Station Garage 430815 534119 West Cornforth Potentially contaminated land - EPOCH4 (Post 1930) 152.768 1209.77 1 yes 701 7/WC/234 7/WC/234 Thrislington Depot Thrislington Depot 430938.61 533836.65 West Cornforth Potentially contaminated land - EPOCH1 (1850-80), EPOCH2 (1800-1890), EPOCH3 (1900-1930) and EPOCH4 (post 1930). Conditions 17 and 18 of the planning 939.654 52447.51 1 yes 702 7/WC/235 7/WC/235 Land east of Barratt Way Land east of Barratt Way DL17 9LF 431128.5 534554.52 West Cornforth Cornforth conservation area and open space identified in Council's Open Space, Sport and Recreation Study borders the site to the south. 529.615 13826.45 1 c5 703 7/BB/236 7/BB/236 7/BB/236 Plot 3 431768 528330 Bradbury Potentially contaminated land - EPOCH2 (1880-1890), EPOCH3 (1900-1930), EPOCH4 (Post 1930). 133.891 846.016 1 705 7/CH/238 7/CH/238 Chilton East House Farm Chilton East House Farm 430561.31 530612.15 Chilton Lane Site is unrelated to any existing settlement. Unimplemented expired planning permission 2001_0478. Land to the north is designated open space. 675.755 24210.11 1 yes 707 7/FH/241 7/FH/241 7/FH/241 Mainsforth Rise 430367 531101 Ferryhill Station Open space to the west of the site. 172.456 1350.13 1 710 7/FB/245 7/FB/245 7/FB/245 Galley Law Farm 437517 532143 BGS information on the underlying geology indicates that mineral resources lie underneath the site. Please note that this assessment simply identifies 333.903 3480.39 1 711 7/NA/247 7/NA/247 Site J Site J 427052.45 526888.2 Newton Aycliffe Area was identified as habitat open space in the Council's Open Space, Sport and Recreation Study. 907 41941.1 1 yes 713 7/AV/249 7/AV/249 7/AV/249 Oaklea Farm 428304 522433 Aycliffe Village 16 High Street (Oaklea Farm) is a grade II listed building. Early 19th centuary with alterations. 109.802 708.428 1 714 7/SF/250 7/SF/250 East of Butterwick Farm East of Butterwick Farm 438723.31 529890.42 Sedgefield Site is potentially contaminated EPOCH4 (Post 1930). 534.249 8117.77 1 716 7/SH/252 7/SH/252 7/SH/252 Land rear of 120A Auckland Terrace DL4 1AZ 422241 526719 Shildon Land is potentially contaminated - EPOCH1 (1850-80), EPOCH2 (1880-1890), EPOCH3 (1900-1930), EPOCH4 (post 1930). 241.711 2338.24 1 d4 717 7/SH/253 7/SH/253 7/SH/253 All Saints Church DL4 2LT 423231 525314 Shildon The surrounding churchyard was identified in the Council's Open Space, Sport and Recreation Study. All Saints Church is grade II listed building (bui 148.594 1225.83 1 d4 718 7/SH/254 7/SH/254 7/SH/254 104/106 Redworth Road DL4 2JS 423295 525415 Shildon None. 64.0063 137.764 1 d4 723 7/SP/260 7/SP/260 7/SP/260 Land adjacent to 8 Green Lane DL16 6HD 427249 534249 Spennymoor None. 145.358 1311.79 1 c4 724 7/SP/261 7/SP/261 7/SP/261 5-6 Barnfield Road DL16 6EB 426084 534106 Spennymoor Site lies within 500m of a Great Created Newt Pond at 51a Durham Road. 129.175 1007.26 1 c4 725 7/TV/262 7/TV/262 West Carrside Farm West Carrside Farm TS29 6NE 437325.63 533070.88 Trimdon Village Potentially contaminated land - EPOCH 4 (Post 1930). BGS information on the underlying geology indicates that mineral resources lie underneath the si 352.906 4796.36 1 c5 727 7/TG/265 7/TG/265 7/TG/265 The Welsh Harp TS29 6EP 436969 535845 Trimdon Grange Site is potentially contaminated - EPOCH1(1850-1880), EPOCH2 (1880-1890), EOPCH3 (1900-1930), EPOCH4 (Post 1930). 108.862 625.024 1 c5 734 7/KM/272 7/KM/272 7/KM/272 Greyhound PH 426053 531199 Kirk Merrington Majority of the site lies within Kirk Merrington Conservation Area. 156.909 1366.73 1 740 7/SP/278 7/SP/278 7/SP/278 Site of Marmaduke Garage 426200 534187 Spennymoor Site lies within 500m buffer xzone of a Great Crested Newt Pond at 51a Durham Road. 80.9986 337.6 1 744 7/TC/282 7/TC/282 7/TC/282 The Old Locomotive 438056 535760 Trimdon Grange Potentially contaminated land - EPOCH1(1850-1880), EPOCH2 (1880-1890), EPOCH3(1890-1930), EPOCH4 (post 1930). 145.084 1263.47 1 746 7/SF/284 7/SF/284 Wynyard Estate Wynyard Estate TS22 5NW 440449.37 528255.82 Sedgefield BGS information on the underlying geology indicates that mineral resources lie underneath the site. Please note that this assessment simply identifies 1070.6 65931.5 1 yes d5 748 7/TV/286 7/TV/286 7/TV/286 Bank Top 436582 534430 Trimdon Village Potentially contaminated land - EPOCH4 (Post 1930). 242.61 3538.71 1 752 7/TV/292 7/TV/292 7/TV/292 The Cowman's Cottage 441542 532805 Trimdon Village BGS information on the underlying geology indicates that mineral resources lie underneath the site. Please note that this assessment simply identifies 91.6663 527.589 1 yes 753 7/SP/293 7/SP/293 Land at Watson Court Green Lane Industrial Estate DL16 6JA 427329.63 534415.6 Spennymoor Site is potentially contaminated - EPOCH4 (Post 1930). 805.468 40278.41 1 c4 754 7/FB/296 7/FB/296 7/FB/296 Land adjoining 1 South View TS21 4BS 436387 532089 Fishburn None. 54.8845 187.802 1 c5 755 7/SH/298 7/SH/298 7/SH/298 44 Cedar Grove 423331 526281 Shildon None. 96.9307 381.931 1 756 7/WC/299 7/WC/299 7/WC/299 and to the rear of the Square and Compass Inn 431346 534443 Shildon Land is potentially contaminated - EPOCH2 (1880-1890) and EPOCH4 (Post 1930). 98.7747 540.664 1 757 7/FB/300 7/FB/300 7/FB/300 Land at South View TS21 4BS 436202 532132 Fishburn None. 104.654 416.006 1 c5 758 7/SP/301 7/SP/301 21-55 (Odd) Derwent Terrace 21-55 (Odd) Derwent Terrace DL16 6DZ 426412.75 534345.39 Spennymoor Site is potentially contaminated - EPOCH2(1880-1890), EPOCH3(1890-1930) and EPOCH4 (Post 1930). Site border open space to the north. 343.936 6516.28 1 c4 759 7/FH/303 7/FH/303 7/FH/303 Land at Chapel Row (Phase 2) 430264 531698 Ferryhill Potentially contaminated land - EPOCH1 (1850-1880), EPOCH2 (1880-1890), EPOCH3 (1890-1930), EPOCH4 (Post 1930). Allotments bordering the site to the 168.63 1824.53 1 760 7/FH/302 7/FH/302 Land at Chapel Row (Phase 3) Land at Chapel Row (Phase 3) 430217.59 531646.07 Ferryhill Potentially contaminated land - EPOCH1 (1850-1880), EPOCH2 (1880-1890), EPOCH3 (1890-1930), EPOCH4 (Post 1930). Allotments bordering the site to the 513.031 14015.57 1 761 7/BG/310 7/BG/310 Hall Farm - Larger Site Hall Farm - Larger Site 422380.32 534392.85 Byers Green Site lies outside residential framework and is poorly related to the existing settlement and encroaches into the countryside. 386.336 5695.49 1 c4 762 7/CH/305 7/CH/305 7/CH/305 Land at Vine Place 428463 529438 Chilton None. 274.069 2753.25 1 763 7/SH/306 7/SH/306 7/SH/306 Land rear of 37 Church Street DL4 1DS 422910 526562 Shildon None. 46.6379 66.7836 1 d4 764 7/WC/307 7/WC/307 7/WC/307 34 High Street DL17 9HR 430901 534257 West Cornforth None. 42.8901 89.2398 1 c5 765 7/WC/308 7/WC/308 7/WC/308 St Mark's Chapel 430902 534216 West Cornforth None. 85.3817 400.415 1 767 7/TG/309 7/TG/309 Land at Rose Street Land at Rose Street 437058.37 535968.55 Trimdon Grange 674.868 15712.99 1 c5 768 7/BG/304 7/BG/304 7/BG/304 Hall Farm 422355 534389 Byers Green None. 132.746 1043.53 1 769 7/CH/163A 7/CH/163A 7/CH/163A OK Service Station 428709 530220 Near Chilton None. 137.132 785.944 1 770 7/AV/001 7/AV/001 Land south of St Andrew's Church St Andrew's Church DL5 6NB 428179.39 521951.16 Aycliffe Village Site is unrelated to the existing settlement and was a former landfil site known to be producing landfil gases. Strategic Flood Risk Assessment ident 1620.61 149664.69 1 yes d4 771 7/AV/002 7/AV/002 Land at Aycliffe Quarry Aycliffe Quarry DL5 6NA 428487.58 522161.09 Aycliffe Village Although adjoining, the site is somewhat divorced from the settlement and more problematic than first appears. Strategic Flood Risk Assessment sugges 1039.89 41677.91 1 yes d4 772 7/NA/003 7/NA/003 Land west of Greenfield School Land west of Greenfield School DL5 7LF 425423.84 525154.17 Newton Aycliffe Site is seperated from Newton Aycliffe by Green Wedge. Site lies within an area of high flood risk - SFRA recommends site is not suitable for housing 2344.08 214826.68 3b yes 0% 12% 18% Limited d4 773 7/MI/004 7/MI/004 Land east of Middridge Village Land east of Middridge Village DL5 7JS 425405.33 526171.74 Middridge Development would extend the settlement in an uncontrolled manner and encroach into the open countryside. The site borders Middridge conservation are 483.126 8273.46 1 yes d4 775 7/NA/009 7/NA/009 Agnew 5 Agnew 5 DL5 4QT 427810.71 526129.17 Newton Aycliffe Land to the north, east and west was identified as open space by the Counci;'s Open Space, Sport and Recreation Study. 796.788 42250.74 1 yes d4 776 7/NA/015 7/NA/015 Land North of Woodham Golf Course Land North of Woodham Golf Course DL17 0RZ 427807.26 527705.73 Newton Aycliffe The site was identified in the Council's Open Space, Sport and Recreation Study as sport open space. BGS information on the underlying geology indica 1370 76937.63 1 yes d4 777 7/CH/016 7/CH/016 Land west of Chilton Land west of Chilton - amended site boundary DL17 0HA 428274.6 529361.66 Chilton Site is identified as being potentially contaminated. 1565.56 51297.41 1 yes c4 778 7/SH/020 7/SH/020 Land adjacent to All Saints Industrial Estate Land adjacent to All Saints Industrial Estate DL4 2NE 423351.69 525175.8 Shildon Unattached from the main settlement although does adjoin a new development. Stability problems due to colliery workings. 401.212 5386.4 1 yes d4 779 7/SH/023 7/SH/023 Land at Lambton Street Land at Lambton Street 421794.17 526012.8 Shildon Site is unattached from existing residenital development. Land is identified as potentially contaminated EPOCH3 (1900-1930) and EPOCH4 (Post 1930. T 1932.78 186492.75 1 yes d4 780 7/SH/025 7/SH/025 Land adjacent to Princess Street Land adjacent to Princess Street 422156.76 526561.85 Shildon Highways access is unachievable. Illogical urban extension, development would encroach into the countryside and is poorly related to residential deve 661.946 16691.93 1 yes d4 781 7/SH/026 7/SH/026 Land north of Elm Road Working Mens Club Land north of Elm Road Working Mens Club DL4 1BH 422666.22 527065.73 Shildon Greenfield extension and would extend settlement in an uncontrolled way. DCC as Highways Authority have suggested 30 dwellings because of junction vi 1518.53 127871.78 1 d4 782 7/SH/027 7/SH/027 Land south of Busty Terrace Land south of Busty Terrace DL4 1BG 422350.23 527163.51 Shildon Greenfield extension although would be peripheral from main settlement. Land is identified as potentially contaminated - EPOCH1 (1850-1880), EPOCH2 ( 723.124 30003.23 1 d4 783 7/SH/028 7/SH/028 Eldon Top Bank Eldon Top Bank DL4 2HL 423186.81 526962.5 Shildon Site is currently used as football playing pitches and therefore is open space. Although the site is flat, there is an area of long standing water to 688.133 27334.67 1 d4 784 7/SH/029 7/SH/029 Shildon Leisure Park Shildon Leisure Park DL4 2ER 423595.52 527001.67 Shildon Site is unrelated to settlement. This site is a former waste disposal area. Levels of landfil gas have been detected. The site is located within a 879.005 47892.86 1 yes d4 785 7/EL/030 7/EL/030 East of Eldon Bank East of Eldon Bank DL14 8XA 423457.36 527591.93 Eldon Site is potentially contaminated. Mineral Safeguarding Area - site is on the periphery of mineral consultation areas. 336.035 5935.04 1 yes yes d4 786 7/OE/031 7/OE/031 Eldon Hall Farm Eldon Hall Farm DL4 2QT 424609.58 527383.23 Old Eldon Site is not within a defined settlement and is in a countryside location. Conversion of existing agricultural buildings may be acceptable if deemed a 408.923 9029.41 1 d4 787 7/KM/033 7/KM/033 Land west of Kirk Merrington Land west of Kirk Merrington DL16 7JT 425865.7 531361.88 Kirk Merrington Greenfield extension although does not relate well to the settlement. Topography - there is a steep slope fron the eastern boundary and would make dev 599.671 21090.49 1 yes c4 788 7/KM/034 7/KM/034 South of Primary School South of Primary School DL16 7JB 426367.57 531026.94 Kirk Merrington Site is poorly related to the settlement and does not adjoin any existing residential properties. Encroachment into the open countryside. 523.365 14745.94 1 c4 791 7/FH/039 7/FH/039 Land south of Dean Road Dean Road DL17 8EX 428958.95 532000.9 Ferryhill There is some synergy with Dean Park housing estate. Suitable in the long term providing there is no negative impact on the Housing Market Renewal Ar 1644.93 110917.2 1 yes c4 792 7/FH/041 7/FH/041 Land north of Former Football Ground Land north of Former Football Ground 428477.26 532385.57 Ferryhill Site is potentially contaminated . The site is designated allotment gardens as was identified through the Council's Open Space Needs Assessment. 730.292 31224.24 1 yes c4 793 7/FH/042 7/FH/042 Land West of Dean Bank Land West of Dean Bank DL17 8RJ 427858.47 532467.36 Ferryhill The site is designated allotment gardens as was identified through the Open Space Needs Assessment. It was recommended that allotments are further as 767.992 35771.71 1 c4 794 7/FH/043 7/FH/043 Land south of Dean and Chapter Industrial Estate nd south of Dean and Chapter Industrial Estate 428255.62 532821.16 Ferryhill Land is potentially contaminated - EPOCH1 (1850-1880), EPOCH2 (1880-1890), EPOCH3 (1900-1930), EPOCH4 (post 1930). Close proximity to former Dean and 1247.17 62669.08 1 c4 795 7/SP/047 7/SP/047 Land adjacent to Meadow Green Land adjacent to Meadow Green 427222.86 535222.64 Spennymoor Although this sites is an urban extension, the site does not perform well in terms of accessibility criteria thus indicating the site is a considerabl 1142.67 80685.87 1 yes c4 796 7/SP/048 7/SP/048 Land east of York Hill Road Land east of York Hill Road 427350.5 535464.12 Spennymoor Although this site is an urban extension, the site does not perform well in terms of accessibility criteria thus indicating the site is a considerable 1678.77 154846.74 1 yes c4 797 7/SP/051 7/SP/051 Former Gas Holder Site Former Gas Holder Site 425838.57 533599.87 Spennymoor Site is PDL and really well located in an edge of town centre site. Site is potentially contaminated. 386.153 9417 1 yes c4 800 5/HE/06 5/HE/06 Land West of East Terrace West of East Terrace 444179.44 537993.7 Hesledon 530.43 15112.73 1 c6 801 7/SH/195 7/SH/195 00 108.176 477.842 1 d4 802 7/SH/256 7/SH/256 00 99.3261 474.613 1 d4 804 7/SP/054 7/SP/054 South View South View 425023.86 532746.79 Spennymoor Is the site still required to be safeguarded to provide an extension to the cemetery to the east? 481.473 12185.57 1 805 7/BG/056 7/BG/056 Land North East of High Street High Street 422541.84 533905.6 Byers Green Site was identified as open space in the Council's Open Space, Sport and Recreation Study. 427.972 10059.93 1 c4 806 7/WC/058A 7/WC/058A Laburnham Road Laburnham Road 431297 533947.75 West Cornforth The site has been identified by the Council's Open Space, Sport and Recreation Study as amenity and children's open space. 480.188 7495.03 1 c5 807 7/WC/060 7/WC/060 Cornforth Scrapyard Cornforth Scrapyard 430503.08 534375.55 West Cornforth Site is unrelated or unattached to settlement of West Cornforth. Current enforcement action being taken. Site is potentially contaminated - EPOCH2 507.077 11721.56 1 c5 808 7/BM/061 7/BM/061 North of Stoneybeck Stoneybeck DL17 9BQ 433008.35 531816.19 Bishop Middleham Site is bound on three sites by housing and cannot encroach into the countryside due to the road layout along the northern and western boundary, 829.013 39977.76 1 yes c5 809 7/FB/063 7/FB/063 Land Rear of Recreation Ground Land Rear of Recreation Ground TS21 4HD 436705.1 532257.19 Fishburn Site is bound by existing development on two sides and would provide a logical extension to Fishburn. The site borders two areas of open space to the 698.889 31335.74 1 yes c5 810 7/FB/064 7/FB/064 Land east of Stone Cross Land east of Stone Cross 436791.81 531671.89 Fishburn The development of the site would encroach into the open countryside. Site falls within 500m of Mill House Ponds which are believed to have Great Cre 749.066 31495.59 1 yes c5 811 7/SF/065 7/SF/065 Community Hospital Winterton Community Hospital Winterton TS21 3ET 435959.28 531134.09 Sedgefield Countryside location. Unrelated to any existing settlement. Potentially contaminated land EPOCH4 (Post 1930). BGS information on the underlying geo 1003.23 46976.06 1 yes c5 812 7/SF/067 7/SF/067 South Durham Kennels South Durham Kennels TS21 2EH 435043.74 529725.46 Sedgefield Site lies within Hardwick Park conservation area and Historic Parkland. Golf Course ope" 912.685 40834.12 1 813 7/SF/069 7/SF/069 Land south of Eden Drive Land south of Eden Drive 435869.39 528385.13 Sedgefield Site is allocated as Green Wedge in the Local Plan. The site borders Sedgefield Village's conservation area at the gardesn of Grade II listed Ceddesf 1675.91 99697.91 1 yes d5 814 7/TV/070 7/TV/070 Land south of Broadway Land south of Broadway 436367.27 533807.44 Trimdon Village Site would provide a logical extension to the settlement. Topograohy - Site slopes steeply from north to south but not sufficient to affect the devel 2954.57 301365.62 1 yes c5 815 7/TV/071 7/TV/071 Land east of Swainby Road Land east of Swainby Road 437292.41 534017.08 Trimdon Village Development of the site would provide a logical extension to the village. Land in the west was identified as open space in the Council's Open Space, 762.723 31572.04 1 c5 816 7/TV/072 7/TV/072 Land east of Birkett Terrace Land east of Birkett Terrace 437493.38 534202.26 Trimdon Village Unattached from settlement. Topography - land generally flat with a slight slope in the north west corner. Trimdon sewage treatment works to the nort 917.154 28813.31 1 c5 817 7/TG/074 7/TG/074 North East of Peel Avenue North East of Peel Avenue 437233.53 535910.25 Trimdon Grange Development of the site would extend the settlement in an uncontrolled manner. 339.81 6061.08 1 c5 818 7/AV/081 7/AV/081 Congreve Terrace Congreve Terrace DL5 6LD 428256.96 522704.61 Aycliffe Village Site lies within the existing settlement of Aycliffe Village. The site is greenfield although is has no amenity value. Land to the south allotments 654.363 17895.59 3a yes 0% 0% Negligible d4 819 7/FH/040 7/FH/040 Land west of the A167 Land west of the A167 428293.98 531933.16 Ferryhill Poor relationship to the existing settlement and residential properties. BGS information on the underlying geology indicates that mineral resources l 3058.78 297374.82 1 yes c4 820 7/FH/038 7/FH/038 West of Ramsey Drive Ramsey Drive 427865.81 532203.32 Ferryhill Poor relationship to existing settlement would create ribbon development. Land in the north east corner of the site was identified as allottments by t 779.238 38131.16 1 c4 821 7/SP/073A 7/SP/073A Land north of Whitworth Land north of Whitworth 424723.7 534460.75 Spennymoor This site may provide a suitable site extension to the wider Greenfield development at Whitworth. 1687.5 153683.86 1 yes c4 822 7/NA/080 7/NA/080 Land north of Ryder Court Land north of Ryder Court DL5 4PB 427440.72 527189.32 Newton Aycliffe Part of the site encroaches into Woodham Golf Course which was identified as sport open space in the Open Space, Sport and Recreation Study. Would re 381.822 5188.22 1 d4 823 7/FH/087 7/FH/087 Land west of Gladstone Terrace Gladstone Terrace DL17 0AA 429823.81 532015.7 Ferryhill Mineral Safeguarding Area. 250.447 4022.55 1 yes c4 824 7/FH/088 7/FH/088 Land to the rear of Resevoir Cottage Land to the rear of Resevoir Cottage DL17 8QG 429602.19 533283.44 Ferryhill Site is poorly related to the existing settlement and would encroach into the countryside. Acceptable highway access is unlikely. 476.429 11356.45 1 c4 825 7/NA/090 7/NA/090 Land south of Agnew Plantation Land south of Agnew Plantation 427779.02 526296.83 Newton Aycliffe Site was identified as an area of open space with park value by the Council's Open Space, Sport and Recreation Study. 396.692 7950.3 1 d4 826 7/NA/091 7/NA/091 Land south of Woodham Way Land south of Woodham Way 428007.85 526154.55 Newton Aycliffe Site was identified as open space by the Council's Open Space, Sport and Recreation Study. 388.114 8532.47 1 d4 827 7/NA/092 7/NA/092 Land north of St Oswald's Park Land north of St Oswald's Park 428845.06 525779.81 Newton Aycliffe Site is designated as Green Wedge which aims to maintain the distinction between urban areas and the countryside as well as having open space and biod 440.497 10520.64 1 d4 828 7/SA/093 7/SA/093 7/SA/093 Land east of School Aycliffe 426266 523812 School Aycliffe School Aycliffe is not considered a settlement therefore development would be in a countryside location. Site is currently allocated as Green Wedge a 173.791 1749.74 1 d4 830 7/SP/095 7/SP/095 Land adjacent Misty Blue Farm Land adjacent Misty Blue Farm DL16 7HJ 425386.36 532475.64 Spennymoor Countryside location. Site is potentially contaminated - EPOCH2 (1880-1890), EPOCH3 (1900-1930) and EPOCH4 (post 1930). The site is unattached from 2100.58 134956.64 1 yes c4 831 7/NA/096 7/NA/096 7/NA/096 Wellhouse Nursery Site 427581 525903 Newton Aycliffe Site was identified as housing amenity land by the Open Space, Sport and Recreation Study. 179.212 1915.95 1 d4 832 7/SP/097 7/SP/097 Land north west of Tudhoe Grange School Land north west of Tudhoe Grange School 426252.57 535045.28 Spennymoor None. 852.624 21763.55 1 yes c4 833 7/TC/098 7/TC/098 Land South of St George Land South of St George 437587.63 536039 Trimdon Colliery Site is poorly related to the existing settlement and would encroach into the open countryside and reduce seperation distances between Trimdon Collier 436.281 9203.59 1 yes c5 834 7/SP/099 7/SP/099 Land at Albion Street Land at Albion Street 424465.2 532642.49 Spennymoor Site is identified as Sport open space in Sedgefield's Open Space, Sport and Recreation Study. The site is actively used. 355.398 6845.68 1 c4 835 7/SH/100 7/SH/100 Land at Low Deanery Land at Low Deanery 422314.18 527359.31 Shildon The site encroaches into the countryside and is poorly related to the existing settlement. Topography - site slopes from south to north. Site is pot 648.469 20952.47 1 d4 836 7/SP/101 7/SP/101 Land west of Attwood Terrace Land west of Attwood Terrace 426509.83 535507.42 Spennymoor Site is potentially contaminated - EPOCH4 (Post 1930). 647.498 19453.12 1 yes c4 837 7/BG/102 7/BG/102 7/BG/102 Land West of St Peter's Church 422495 533681 Byers Green Countryside location. Site is unrelated to the existing settlement. Mineral Safeguarding Area - sites are on the periphery of mineral consultation 252.881 3979.16 1 yes c4 838 7/SH/103 7/SH/103 Allotments north of Road Allotments north of West Auckland Road 421945.05 526398.18 Shildon Allotment gardens. Site identified as open space by the Council's Open Space, Sport and Recreation Study. Site is potentially contaminated - EPOCH1 665.899 17861.71 1 yes d4 839 7/AV/104 7/AV/104 Land south of Oaklea Mews Oaklea Mews 428277.81 522250.55 Aycliffe Village Site is designated as Green Wedge. A small part of the site falls within 500m of a Great Crested Newt Pond. Mineral safeguarding area. Site borders A 649.374 14281.86 1 d4 840 7/AV/105 7/AV/105 Land north of Aycliffe Village Land north of Aycliffe Village 428840.42 523592.21 Ayclliffe Village The site is out of scale to the existing settlement and would encroach into the countryside.. Site is potentially contaminated - this is likely to be 3442.72 566235.66 3b yes yes 4% 6% 13% Negligible d4 841 7/AV/106 7/AV/106 Land north of Ricknall Road Ricknall Road 429164.85 524093.83 Aycliffe Village Countryside location and unrelated to any settlement. BGS information on the underlying geology indicates that mineral resources lie underneath the s 609.245 9191.01 1 yes d4 842 7/AV/107 7/AV/107 Land east of the A167 Land east of the A167 428908.84 524188.98 Aycliffe Village Countryside location and unrelated to any existing settlement. Site is potentially contaminated perhaps due to the dismatled railway. Within 500m of 1222 70212.21 1 d4

Durham County Council Level 2 SFRA (March 2010) Page 6 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 843 7/CH/108 7/CH/108 Land at Chilton Land at Chilton 429073.52 530067.1 Chilton Site does not adjoin any existing development and lies north of the C36. Site encroaches into open countryside. 823.344 37234.99 1 c4 844 7/MB/109 7/MB/109 Land at Former Welfare Club Land at Former Welfare Club 429852.92 534834.5 Metal Bridge Metal Bridge is not considered a settlement in its own right. Development would therefore be considered as development in the countryside. 437.957 8588.71 1 c4 845 7/SF/110 7/SF/110 Land East of Butterwick Road Land East of Butterwick Road 436318.68 529008.69 Sedgefield Site encroaches into the open countryside and is poorly related to the existing settlement. BGS information on the underlying geology indicates that 1880.42 142662.39 1 yes c5 846 7/TV/111 7/TV/111 Land east of Salters Lane Land east of Salters Lane 436919.77 534587.14 Trimdon Village The topography of the site is likely to present difficulties in developing the site. Site encroaches into the open countryside drastically reducing t 1948.97 210109.24 1 yes c5 847 7/MF/112 7/MF/112 New South Farm New South Farm 431470.52 531319.39 Mainsforth Site is a county wildflie site and is known to host Great Crested Newts. Site borders conservation area to the east. Site is a county wildflie site 301.405 6035.45 1 c5 848 7/TC/113B 7/TC/113B Land adjacent to Locomotive P.H Land adjacent to Locomotive P.H 437941.2 535669.86 Trimdon Colliery Formerly colliery and gasometer site is expected to be heavily contaminated. Site is out of scale for the settlement. Site is potentially contaminat 821.26 43200.82 1 yes c5 849 7/TG/114 7/TG/114 Land East of Peel Avenue Land East of Peel Avenue 437214.56 535783.14 Trimdon Grange None. 326.715 5309.06 1 yes c5 850 7/CH/115 7/CH/115 Land north of Laurel Road near Chilton Lane 430184.71 530772.36 Chilton Lane Chilton Lane is not defined as a settlement for planning purposes. Site is identified as being potentially contaiminated. Historical mapping shows t 529.417 11168.85 1 yes c5 852 7/TV/117 7/TV/117 North of Skerne Avenue North of Skerne Avenue 436491.11 534457.32 Trimdon Village Development would extend the settlement in a controlled manner. Topography - site slopes from south to north and although gentle in the south, the sl 596.412 13851.09 1 c5 853 7/CH/118 7/CH/118 Land south of Chilton Land south of Chilton 428690.99 528965.97 Chilton Development of the site would be out of scale of the settlement. Site is potentially contaminated - EPOCH4 (post 1930). Mineral resources lie undern 2166.19 256169.07 1 yes c4 854 7/SH/119A 7/SH/119A Land north of Fulton Court Land north of Fulton Court 422924.65 526856.23 Shildon Site is potentially contaminated - Epoch1 (1850-1880), EPOCH2 (1880-1890), EPOCH3 (1900-1930) and EPOCH4 (post 1930. Development would extend the sett 720.233 21576.65 1 d4

See Figure. Proportion of site within Zone 3b Functional 855 7/EL/121 7/EL/121 Land to the north of Eldon Land to the north of Eldon 423249.68 527802.88 Eldon The northern and north western part of the site is identified as falling within flood zone 3b within the Council's Strategic Flood Risk Assessment whi 1053.74 24479.02 3b yes yes 14% 19% 33% Consideration Floodplain should be avoided. See development management d4 recommendations for remaining proportion of site.

856 7/SF/122 7/SF/122 Land at Stockton Road Land at Stockton Road 436112.95 528367.55 Sedgefield Site is unrelated to Sedgefield Village. The site is therefore unsuitable at this point of time unless site 069 is developed and thus adjoins the sit 1171.44 68566.42 1 yes d5 857 7/SF/123 7/SF/123 Land east of Stockton Road Land east of Stockton Road 436360.28 528643.21 Sedgefield Site is unrelated to Sedgefield Village. The site is therefore unsuitable at this point of time unless site 124 is developed and thus adjoins the sit 1422.75 89026.13 1 yes d5 858 7/SF/124 7/SF/124 Land at Stockton Road Land at Stockton Road 436099.05 528701.47 Sedgefield Site is allocated as Green Wedge. 506.6 14571.51 1 d5 859 7/SH/126 7/SH/126 Land at West End Farm Land at West End Farm 421976.9 526642.27 Shildon Site encroaches into countryside in an uncontrolled way. Potentially contaminated land - EPOCH1 (1850-1880), EPOCH2 (1880-1890), EPOCH3 (1900-1930) a 1447.3 93187.47 1 d4 860 7/TC/127 7/TC/127 Land east of St Paul's Road Land east of St Paul's Road 438233.53 536009.74 Trimdon Colliery Settlement would be extended in an uncontained manner. Durham CC as Highways Authority have suggested that highways access is not achievable. Site i 737.324 28246.55 1 c5 861 7/TC/128 7/TC/128 Land east of Low Dyke Street Land east of Low Dyke Street 438202 535659.96 Trimdon Colliery Settlement would be extended in an uncontained manner. 439.879 11664.59 1 c5 862 7/NA/130 7/NA/130 Land west of Middridge Road Land west of Middridge Road 426674.04 526766.26 Newton Aycliffe BGS information on the underlying geology indicates that mineral resources lie underneath the site. Please note that this assessment simply identifies 2209.53 243807.64 1 yes d4 863 7/BG/131 7/BG/131 Land at Hilcrest Hilcrest 421968.92 533970.07 Byers Green Development of the site would extend the settlement in an uncontrolled manner. Majority of the site is Greenfield and a site visit has confirmed the 553.481 12963.74 1 c4 864 7/KM/132 7/KM/132 7/KM/132 Land to the east of West View 425963 531153 Kirk Merrington Topography - site slopes steeply from north to south. The site was identfied as allotment gardens by the Council's Open Space, Sport and Recreation S 224.857 1804.57 1 c4 865 7/NA/133 7/NA/133 7/NA/133 Land at Silverdale Place 426456 525086 Newton Aycliffe Site is now used as informal open space. 240.851 3054.56 1 yes d4 866 7/SH/134 7/SH/134 Land south of Jubilee Crescent Land south of Jubilee Crescent 423653.2 525962.59 Shildon The site is identified open space by the Open Space, Sports and Recreation Study. It is suggested that entrances to the park and signage could be imp 651.453 18398.62 1 yes d4 867 7/SP/135 7/SP/135 Wider Tudhoe Colliery Site Wider Tudhoe Colliery Site 426407.2 535621.64 Spennymoor Site is identified as potentially contaminated - EPOCH4 (post 1930). 1380.66 80658.39 1 yes 868 7/NA/136 7/NA/136 Woodham Burn Site Woodham Burn Site 428664.46 526238.24 Newton Aycliffe Site is identffied as falling within flood zone b3 by the Council's Strategic Flood Risk Assessment. BGS information on the underlying geology indica 2879.13 206911.96 3b yes yes 4% 13% 17% Limited d4 869 7/TV/137 7/TV/137 7/TV/137 Land at Trimdon - Mrs Wilson's Site 436596 534469 Trimdon Village Development of the site would extend the settlement in a controlled manner but will only be capable of accommodating one single dwelling. 84.4787 395.377 1 c5 870 7/NA/138 7/NA/138 Land south of Middridge Road Land south of Middridge Road 425690.17 525989.59 Newton Aycliffe Part of the site falls within flood zone 3b as shown by the Council's Strategic Flood Risk Assessment which recommends that no development should take 1114.32 52975.87 3b yes 1% 2% 2% Negligible d4 871 7/SP/139 7/SP/139 Land at Merrington Lane Land at Merrington Lane 426232.25 533307.31 Spennymoor Site is potentially contaminated - EPOCH3 (1900-1930) and EPOCH4 (Post 1930). Site was identified as amenity land by the Open Space, Sport and Recrea 492.348 8198.91 1 yes c4 872 7/SP/052 7/SP/052 Whitworth Whitworth 425071.82 534018.51 Spennymoor 1261.79 84174.63 1 c4 873 7/SP/052A 7/SP/052A Whitworth Phase 1 Whitworth Phase 1 424747.64 533839.15 Spennymoor 808.302 35996.17 1 yes c4 874 7/SP/142 7/SP/142 Mount Plesant Grange Mount Plesant Grange 426859.99 534365.47 Spennymoor Site is identified as being potentially contaminated - EPOCH4 (post 1930). 258.393 4073.22 1 c4 875 7/WI/143 7/WI/143 Land at Windlestone Hall Land at Windlestone Hall DL17 0LX 426409.39 528754.89 Although there may be some scope for conversion of the existing buildings but not development of the whole site. The Council is currently preparing a 2033.26 102591.56 1 yes d4 876 7/FB/144 7/FB/144 Fishburn Coachworks Fishburn Coachworks TS21 4DD 436213.03 531777.89 Fishburn Site is previously developed land in the south west corner of the settlement. Site is potentially contaminated - EPOCH3 (1900-1930), EPOCH4 (post 193 447.514 5984.17 1 c5 877 7/CH/145 7/CH/145 Land at Chilton Working Mens Club Land at Chilton Working Mens Club DL17 0EY 428470.33 529567.17 Chilton The site previously developed land and is wholly contained within the settlement. Site is potentially contaminated - EPOCH2 (1880-1890), EPOCH3 (1900 698.642 18541.28 1 yes c4 878 7/CH/147 7/CH/147 Land east of Chilton bypass Land east of Chilton bypass 428208.57 529755.81 Chilton Site is well contained by residential development to the east and Chilton by-pass to the west. Site is potentially contaminated - EPOCH2 (1880-1890), 436.876 9239.6 1 c4 879 7/FH/146 7/FH/146 7/FH/146 Land east of Lough House 430472 531952 Ferryhill Potential impact on european protected Thrislington SAC. Topography - huge site level differences between the site and the bakery in the south. Site 359.147 3154.55 1 c5 880 7/CH/006 7/CH/006 Raby Terrace, Ford Terrace, Raby Terrace, Ford Terrace, 428409.65 529760.21 Chilton Potentially contaminated land. 481.901 6661.87 1 c4 881 7/CH/010 7/CH/010 7/CH/010 Hunter Terrace, Victoria Terrace 428550 529754 Chilton Potentially contaminated land - EPOCH2 (1880-1890) and EPOCH4 (Post 1930). 253.337 3211.43 1 c4 882 7/CH/011 7/CH/011 7/CH/011 Land at Dale Street 428606 529845 Chilton None. 337.29 2806.41 1 c4 883 7/CH/012 7/CH/012 7/CH/012 Dene Terrace 428522 529964 Chilton None. 232.963 1497.73 1 c4 884 7/FH/013 7/FH/013 Land at Rennie Street Land at Rennie Street 428357.28 532501.35 Ferryhill Part of the site is identified as open space by the Open Space, Sport and Recreation Study. 640.958 10498.42 1 885 7/FH/014 7/FH/014 7/FH/014 Newton & Davy Street 428408 532692 Ferryhill None. 124.077 838.993 1 886 7/FH/017 7/FH/017 7/FH/017 Faraday & Stephenson Street 428053 532527 Ferryhill None. 269.076 3221.79 1 887 7/FH/018 7/FH/018 Bessemer Street Bessemer Street 428154.8 532421.1 Ferryhill An area of open space within the site. 514.11 11934.06 1 yes 888 7/FH/021 7/FH/021 Former Coal Depot High Street 430278.45 532050.17 Ferryhill Site is identified as potentially contaminated. A small part of the site is identified as falling within an area in flood zone 3b by the Council's Str 403.52 5563.21 3a yes 2% 10% Negligible c5 889 7/SA/019 7/SA/019 Land to the west of School Aycliffe Land to the west of School Aycliffe 425515.94 523388.38 School Aycliffe Site is outside any settlement. There is a water tower on site which may prove to be a development constraint. 879.779 46137.13 1 d4 890 7/FH/007 7/FH/007 7/FH/007 Express Motors (NE) Limited 429049 532927 Ferryhill None. 63.8978 192.269 1 891 7/SH/022 7/SH/022 Land at Eldon Bank Top Land at Eldon Bank Top 423057.03 526958.08 Shildon Development will direct development towards the Shildon as opposed to extending away from the settlement. Potential contaminated - EPOCH3 (1900-1930) 284.93 4857.38 1 d4 892 7/SH/008 7/SH/008 7/SH/008 Land at Adelaide Bank 422182 527078 Shildon Disused allotment gardens. Development of the site will extend settlement in an uncontained manner. Topography - slopes from south to north. Land i 232.788 2354.45 1 d4 893 7/OE/024 7/OE/024 Land at Old Eldon Land at Old Eldon 424717.99 527331.03 Eldon Site is not within a defined settlement and is in a countryside location. Conversion of existing agricultural buildings may be acceptable if deemed a 417.382 10959.93 1 d4 894 7/MO/035 7/MO/035 7/MO/035 Single Site 432812 526476 Mordon The Council's emerging Locational Strategy suggests that previsouly developed land should come forward in the smaller villages because they are not pa 57.4797 152.885 1 d5 895 7/WI/044 7/WI/044 7/WI/044 Old Mansoleum Site 426780 528819 0 The site is within a countryside location and is not within an existing settlement. Topography - heavily wooded site. Site lies within 80 metres of 211.374 2778.03 1 896 7/SF/049 7/SF/049 7/SF/049 Land North of Station Road 435276 528689 Sedgefield Site borders Hardwick Park Registered Historic Park and Garden. Site borders Sedgefield Conservation Area. 80.6365 337.539 1 d5 897 7/SF/050 7/SF/050 Land East of Sedgefield Community College Land East of Sedgefield Community College 436292.22 529469.66 Sedgefield Site is unrelated to Sedgefield Village and is in a countryside location. BGS information on the underlying geology indicates that mineral resources 975.342 43208.61 1 yes c5 898 7/SF/046 7/SF/046 7/SF/046 Land North Kerr Crescent 435324 529785 Sedgefield Site lies Hardwick Park Conservation Area. 164.262 1523.67 1 c5 899 7/SH/053 7/SH/053 Extension to Site 029 Extension to Site 029 423609.35 526850.28 Shildon Poorly related to the existing settlement. Site is potentially contaminated - EPOCH1 (1850-1880) and EPOCH4(post 1930). Allotments within the site w 1236.04 49150.81 1 yes 900 7/EL/057 7/EL/057 7/EL/057 Extension to Site 030 423353 527610 Eldon Unsustainable village. The site has been put forward by Eldon Estate and it is considered that this land could be included as part of site 030. 261.504 2642.32 1 901 7/SP/059 7/SP/059 7/SP/059 20 Attwood Terrace, ext to Site 101 426577 535484 Spennymoor Site is potentially contaminated - EPOCH4 (Post 1930). 130.797 921.931 1 yes c4 902 7/CH/062 7/CH/062 Extension to Site 108 Extension to Site 108 428845.75 530034.93 Chilton Site was identified as sport open space by the Council's Open Space, Sport and Recreation Study. The site is earmarked for replacing the allotments g 489.053 14819.56 1 yes yes c4 903 7/FH/068 7/FH/068 Land West of Chilton Lane 430073.54 531813.24 Ferryhill Site is potentially contaminated, disused quarry. Part of site covered by allottments identified by the Open Space Needs Assessment. Potentisl impact 1458.61 55382.05 1 yes 904 7/NA/140 7/NA/140 Woodham Golf Course Woodham Golf Course 427950.14 527272.06 Newton Aycliffe Site is a golf course which was identified within the Council's Open Space, Sport and Recreation Study. BGS information on the underlying geology ind 4267.35 765829.99 1 yes d4 905 7/SH/083 7/SH/083 Thornhill Primary School Thornhill Primary School 422379.38 527010.79 Shildon Site encroaches into the countryside and would extend the settlement in an uncontrolled manner. Site is potentially contaminated - EPOCH1 (1850-1880) 575.641 11785.35 1 d4 906 7/SH/084 7/SH/084 Land at Middleton Road Land at Middleton Road 422967.42 525930.88 Shildon The site is part of a parkland area and identified as open space by the Council's Open Space, Sport and Recreation Study. Site is potentially contami 316.771 5536.42 1 yes d4 907 7/NA/151 7/NA/151 7/NA/151 Land East of Whitehead Walk 428779 525710 Newton Aycliffe Development in keeping with existing physical framework. Formal and informal open space in immediate area. 197.566 2220.79 1 d4 908 7/SH/076 7/SH/076 Dale Road Industrial Estate Dale Road Industrial Estate 423808.09 525403.59 Shildon Site is potentially contaminated - EPOCH2 (1880-1890), EPOCH3 (1900-1930), EPOCH4 (post 1930). Land bordering the site to the north lies within Flood 1510 116500.23 1 yes d4 909 7/FH/077 7/FH/077 Land to the North of Priors Path Priors Path 429077.32 533150.77 Ferryhill Site is poorly related to the existing settlement and would encroach into the open countryside. Topography - site slopes shaply from south to north. 595.075 21386.52 1 c4 910 7/CH/078 7/CH/078 Proposed Prestige Business Area Proposed Prestige Business Area 428585.76 530323.36 Chilton Growth Point site although site is currently allocated for a prestige business area. The site is considered appropriate for mixed use development inc 2063.41 145500.81 1 yes c4 911 7/TV/085 7/TV/085 Extension to Land East of Swainby Road Extension to Land East of Swainby Road 437415.72 533994.78 Trimdon Village Site is identified as open space in the Council's Open Space, Sport and Recreation Study. 590.123 18157.64 1 c5 912 7/TG/120A 7/TG/120A Land between Rose Street and Cooperative Terrace nd between Rose Street and Cooperative Terrace 436952.79 536077.28 Trimdon Grange Site is heavuily wooded and development of this site would extend the settlement in an uncontrolled manner and would constitue ribbon development. 275.227 4804.82 1 c5 913 7/TV/086 7/TV/086 Land to the Rear of Bird in the Hand Public House nd to the Rear of Bird in the Hand Public House 436704.82 533450.18 Trimdon Village Development of this site would extend the settlement in an uncontrolled manner. There are electricty pylons on the site. 791.561 32955.49 1 c5 914 7/CH/148 7/CH/148 Land west of Keats Road Land west of Keats Road 428270.6 529925.75 Chilton Site was identified as allotment open space by the Council's Open Space, Sport and recreation Study. Chilton Town Council have suggested that the all 578.626 16460.33 1 yes c4 915 7/TC/149 7/TC/149 7/TC/149 Land off Horse Close Road 438093 535596 Trimdon Colliery Site is potentially contaminated - EPOCH3 (1900-1930) and EPOCH4 (Post 1930). 138.005 1177.22 1 yes c5 916 7/RF/150 7/RF/150 Land at Skerry Morr Land at Skerry Morr DL17 0LP 428190.52 528715.11 Rushyford Site falls within 50m of an area affected by Flood Zone 3b but this shouldn't affect the suitability of the site. 355.892 5874.86 1 d4 917 7/SP/032 7/SP/032 Land South of Spennymoor Land South of Spennymoor 425843.33 533071.85 Spennymoor Site is potentially contaminated - EPOCH1 (1850-1880), EPOCH2 (1880-1890), EPOCH3 (1900-1930), EPOCH4 (Post 1930). The site borders a Site of Nature 2477.53 145264.52 1 yes c4 918 7/SP/075 7/SP/075 Land to the West of Vyners Close Land to the West of Vyners Close 426146.18 533214.99 Spennymoor Site is potentially contaminated - EPOCH2 (1880-1890), EPOCH3 (1900-1930) and EPOCH4 (Post 1930). Part of the site in the north west is identified as 998.901 48684.17 1 yes c4 919 7/NA/079 7/NA/079 Elmfield Primary Elmfield Primary 426631.43 524673.13 Newton Aycliffe Site falls within flood zone 2 as identified within the Council's Strategic Flood Risk Assessment (low to medium risk). Most southern boundary of the 330.033 4826.78 2 yes 100% Limited d4 920 7/FH/154 7/FH/154 Lough House Bank Lough House Bank 430543.23 531923.93 Ferryhill Site may have potential impact on european protected Thrislington SAC. Topography - site slopes steeply from north to south which may require mitigat 498.257 11534.12 1 c5 921 7/SP/152 7/SP/152 Black & Decker Black & Decker 427744.8 534641.59 Spennymoor Site is potentially contaminated - EPOCH4 (Post 1930). Borders open space to the west 1544.07 155156.19 1 c4 922 7/SP/153 7/SP/153 Electrolux Merrington Lane 426551.57 533241.96 Spennymoor Site is potentially contaminated - EPOCH2 (1880-1890), EPOCH3 (1900-1930), EPOCH4 (Post 1930). There is an area of open space within the site identif 2539.96 180296.27 1 yes c4 923 7/SP/155 7/SP/155 Merrington Lane Industrial Estate Merrington Lane Industrial Estate 426453.82 532913.21 Spennymoor None. 1165.94 71943.56 1 c4 924 7/BG/312 7/BG/312 7/BG/312 Thomas Wright House 0 0 Byers Green None. 202.259 1683.87 1 c4 925 7/SP/052B 7/SP/052B Whitworth Phase 2 Whitworth Phase 2 424811.34 533955.81 Spennymoor Site is within the main settlement of Spennymoor within good proximity to the town centre. Site is an existing Local Plan allocation and subject to a 1473.58 68560.45 1 yes c4 926 7/SP/052C 7/SP/052C Whitworth Phase 3 Whitworth Phase 3 424805.97 534202.89 Spennymoor Site is within the main settlement of Spennymoor within good proximity to the town centre. Site is an existing Local Plan allocation and subject to a 1482.35 63167.62 1 c4 927 7/SP/073B 7/SP/073B Land north of Whitworth Park Land north of Whitworth Park 424668.23 534806.06 Spennymoor Site is encroaching into the open countryside and may have a detrimental impact on the semi-ancient woodland to the north of the site. 1686.9 143339.49 1 yes c4 928 7/SP/052D 7/SP/052D Whitworth Phase 3a Whitworth Phase 3a 424952.12 534376.23 Spennymoor Site is within the main settlement of Spennymoor within good proximity to the town centre. Site is an existing Local Plan allocation and subject to a 676.903 18798.88 1 c4 929 7/SH/119B 7/SH/119B 7/SH/119B Land at Fulton Court 0 0 Shildon This part of the wider site 119 is consdered suitable as it would provide a logical, contained extension to the settlement. Site should be considered 257.54 2430.06 1 d4 930 7/TG/120B 7/TG/120B Land between Rose Street and Cooperative Terrace nd between Rose Street and Cooperative Terrace 436962.01 535985.88 Trimdon Grange Development of the site would provide a logical extension to land to the east which has the benefit of a recent planning approval. Site is potentiall 301.478 4363.36 1 c5 931 7/TC/113A 7/TC/113A Land adjacent to Locomotive P.H Land adjacent to Locomotive P.H 437938.11 535790.66 Trimdon Colliery Site is currently being marketed by Durham County Council. Site is an existing Local Plan allocation. 515.433 12782.77 1 c5 932 7/WC/058B 7/WC/058B Laburnham Road Laburnham Road 431371.48 533919.04 West Cornforth Site is fully contained within the existing settlement. Unsure whether the site is required for open space? Site is used as open space. Although th 464.7 6497.24 1 c5 934 7/FH/089A 7/FH/089A Land south of Mainsforth Road Land south of Mainsforth Road 430608.12 531551.52 Ferryhill Station Flood zone 3b. Site may have potential impact on european protected Thrislington Site of Area Conservation. Site levels in the west of the site diff 2462.5 159474.72 3a yes 22% 24%Limited c5 935 6/WI/001 6/WI/001 6/WI/001 Yew Tree Farm 0 0 Winston PDL, vast majority within Development Limits. 200.346 2520.24 1 e3 936 6/CS/001 6/CS/001 6/CS/001 Land west of Highfield Cottage 0 0 Greenfield land within Development Limits and inkeeping with settlement pattern - suitable as infill. 195.017 1996.64 1 d2 937 6/CS/002 6/CS/002 6/CS/002 Land West of Four Winds 0 0 Cotherstone Mostly Greenfield land, adjacent to Development Limits. 102.424 647.586 1 d2 938 6/OV/01 6/OV/01 6_OV_001 Ovington Grange 413294.26 514681.04 Ovington Greenfield, adjacent to Development Limits, but not in keeping with settlement pattern. 404.678 9552.32 1 yes e2 939 6/ES/02 6/ES/02 6_ES_002 Poultry Houses 400038.01 523605.64 Mostly Greenfield, within Development Limits. 373.522 5658.47 1 d2 940 6/GF/01 6/GF/01 6_GF_001 Catchpenny fields and allotments 417315.89 516765.69 Gainford Greenfield, adjacent to Development Limits. 629.326 7628.61 2 yes 83% Limited e3 See Figure. Flood depth (1% (1 in 100) event) approximately 941 6/GF/02 6/GF/02 St Peters School South of St Peters 417714.26 516618.47 Gainford PDL, but outside of Development Limits and detached from settlement. 648.391 23943.99 3a 33% 84% Consideration 0.3m in affected proportion of site. See develoment e3 management recommendations. 942 6/BW/02 6/BW/02 West of County Highways Depot West of County Highways Depot 399496.53 513662.21 Mostly PDL, within Development Limits. Would need phasing and issues of proximity to A66. 531.52 10405.79 1 e1 943 6/BW/03 6/BW/03 6_BW_003 Land west of County Highways depot (2) 399558.75 513607.88 Bowes Mostly PDL, within Development Limits. Would need phasiong and issues of proximity to A66. 365.824 4694.7 1 e1 944 6/CF/02 6/CF/02 6_CF_002 Poultry Farm 412209.58 524410.1 Cockfield Greenfield, within Development Limits. 424.861 10307.2 1 d3 945 6/BW/001 6/BW/001 6/BW/001 Land behind Holm Lea 0 0 Bowes PDL within Development Limits - infill. 187.296 2006.37 1 e1 946 6/TH/001 6/TH/001 6/TH/001 Land east of the Sportsman PH 0 0 Toft Hill Greenfield, adjacent to Development Limits. 178.544 1944.74 1 d3 947 6/EV/01 6/EV/01 6_EV_001 Land at Shirley Close 415588.62 525235.91 Evenwood Mostly Greenfield, within Development Limits. 594.653 13068.27 1 yes d3 948 6/TH/002 6/TH/002 6/TH/002 Land north of A68 0 0 Toft Hill PDL within Development Limits 255.487 3216.83 1 d3 949 6/ES/001 6/ES/001 6/ES/001 land adjacent to Grange Cottage 0 0 Eggleston Non-developable because landlocked with no access. Brownfield land, within Development Limits. 177.17 1387.46 1 d2 950 6/WO/002 6/WO/002 6/WO/002 Paradise Farm 0 0 Woodland Mostly Greenfield, within Development Limits. Only for affordable in the short-term, but possible market in the long-term. 241.039 2133.91 1 d3 951 6/EV/02 6/EV/02 6_EV_002 Land South of Evenwood Industrial Estate 415665.59 525067.29 Evenwood Greenfield, within Development Limits 355.939 4267.88 1 d3 952 6/EG/001 6/EG/001 6/EG/001 Land at Evenwood Gate Farm 0 0 Evenwood Gate Within Development Limits. Less than 5 units. 126.841 846.946 1 d4 953 6/BL/001 6/BL/001 6/BL/001 Dunwell Lane 0 0 Bolam Greenfield site, majority within Development Limits, but some adjacent to. 203.733 758.087 1 yes d4 954 6/TH/03 6/TH/03 6_TH_003 Land at Toft Hill 416326.17 527950.3 Toft Hill Greenfield, outside Development Limits. 804.221 22096.76 1 d4 955 6/WA/01 6/WA/01 6_WA_001 Land at West Auckland 418616.08 525718.64 West Auckland Greenfield, outside of Development Limits but near to West Auckland. 399.727 9661.21 1 d4 956 6/CF/08 6/CF/08 6_CF_008 Land at Cockfield a (ii) 412197.55 524493 Cockfield Mostly Greenfield, within Development Limits. 445.234 7370.77 1 d3 957 6/EG/02 6/EG/02 6_EG_002 Brown Jug PH 416173.17 524299.43 Evenwood Gate PDL, adjacent to Development Limits (some within, but most without). 405.151 8095.81 1 d4 958 6/ET/02 6/ET/02 6_ET_002 Land at Bank 416806.36 526871.17 Low Etherley Mostly Greenfield, without Development Limits. Within 100m of PPS25 flood zones 2 and 3. 460.297 12320.02 1 d4 959 6/ET/01 6/ET/01 6_ET_001 Land at Low Wood 416457.53 527769.56 High Etherley Greenfield, adjacent to Development Limits. 667.932 9855.88 1 d4 960 6/CF/09 6/CF/09 6_CF_009 Land at Cockfield b 413276.37 524426.22 Cockfield Non-Developable. Greenfield in open countryside. 614.706 21060.59 1 yes d3 961 6/CP/02 6/CP/02 6_CP_002 Glencrest 409047.83 525370.87 Copley Non-developable. PDL, but open countryside. 389.395 7657.93 1 yes d3 962 6/WO/003 6/WO/003 6/WO/003 Land at Woodland 0 0 Woodland Greenfield, adjacent to Development Limits. 311.865 3966.42 1 d3 963 6/HM/01 6/HM/01 6_HM_001 Land at 412691.59 512817.63 Hutton Magna Non-developable. Greenfield, open countryside. 258.689 4019.23 1 e2 964 6/WI/03 6/WI/03 6_WI_003 Bridgewater Arms 414096.67 516912.84 Winston Non Developable. Adjacent to Development Limits but adjoins A66 plus size and scale is out of character to original settlement. 515.47 9366.01 1 yes e3 965 6/WI/02 6/WI/02 6_WI_002 Yew Tree Cottage 414220.91 516488.78 Winston Non-developable. Adjacent to Development Limits, but size and scale are completely out of character to original settlement. 1341.34 60921.52 3b yes 12% 12% 21% Negligible e3 966 6/WH/01 6/WH/01 6_WH_001 Site at Whorlton Village (a) 410625.97 514921.9 Whorlton Mostly PDL, adjacent to Development Limits, but not in keeping with settlement pattern. Size and scale are an issue, would need phasing. 345.297 6087.06 1 e2

Durham County Council Level 2 SFRA (March 2010) Page 7 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 967 6/WH/002 6/WH/002 6/WH/002 Site at Whorlton Village (b) 0 0 Worlton Greenfield, adjacent to Development Limits, in keeping with settlement pattern. 168.142 1509.76 1 e2 968 6/BC/06 6/BC/06 Land to the rear of High Riggs Land to the rear of High Riggs 405991.69 517210.32 Adjacent to Development Lmits 566.006 8370.17 1 d3 970 6/HA/02 6/EV/04 6_HA_002 Roslyn House 411941.93 530859.18 Hamsterley Greenfield, adjacent to Development Limits. 709.136 19186.93 1 c3 971 6/EV/04 6/EV/04 6_EV_004 Land at Evenwood 415416.8 525039.26 Evenwood Mostly Greenfield, within Development Limits. 389.73 6198.09 1 yes d3 972 3/RD/04 3/RD/04 Land opposite South Terrace South Terrace DL15 9AB 417199.7 535646.3 Crook 423.919 9492.22 1 yes c4 973 3/CR/01 3/CR/01 3/CR/01 High Jobs Hill 417481 535025 Crook no designations within the site 212.387 2747.71 1 c4 See Figure. Relatively large proportion of site within Zone 3a 974 3/CR/35 3/CR/35 3/CR/35 nd South of the II The Hollow, Howden le We DL15 8AB 416339 534039 Crook no designations 130.263 1089.52 3a yes 65% 72% Consideration with average flood depth (1 in 100) greater than 1m. c4 Allocation for housing not recommended. 975 3/CR/02 3/CR/02 Land rear of High West Land rear of High West 415345.04 535516.99 Crook 2865.51 319402.62 1 yes yes c3 976 3/CR/03 3/CR/03 Land adjacent to Thistlefalt farm High West Road DL159NS 415409.83 534970.62 Crook land north of site BE14 protected openspace in a built up area 416.458 11070.38 1 c3 977 3/RD/28 3/RD/28 land rear of South Terrace South Terrace 417380.54 535604.65 Crook no designations within the site 518.714 16405.24 1 yes c4 978 3/CR/04 3/CR/04 Land East of New Road New Road 416654.66 534398.87 Crook small sector of land in north west for landscape improvements. Flooding may be an issue as site boundary located along a river 3133.38 327580.64 3b yes yes 0% 5% 5% Negligible c4 979 3/CR/05 3/CR/05 Wheatbottom Job's Hill 417300.81 535244.99 Crook no designations within the site 473.687 11572.71 1 yes c4 980 3/SB/01 3/SB/01 land opposite Linden Lea Linden Lea 419094.9 534391.45 Sunnybrow no designations 781.375 16888.07 1 c4 981 3/SB/02 3/SB/02 Land beside Hunwick Lane Hunwick Lane 418924.48 534905.88 Sunnybrow_Willington no designations 746.983 29654.83 1 c4 982 3/SB/03 3/SB/03 Opposite Hunwick Lane Hunwick Lane 419258.71 534781.53 Sunnybrow_Willington site in BE14 site: protected openspace in built up area Site may be at risk to flooding due to river along site boundary 1757.57 148986.71 3a yes 1% 1% Negligible c4 983 3/WI/01 3/WI/01 Land Opposite West Road Rear Hunwick Lane 419161.15 535331.52 Willington no designations Site may be at risk to flooding due to river along site boundary 1133.25 45726.95 1 yes yes c4 984 3/WI/02 3/WI/02 Cumberland Terrace Cumberland Terrace DL15 0PB 419628.32 535715.04 Willington no designations 562.795 12806.48 1 yes yes c4 985 3/WI/03 3/WI/03 Lowfield Farm House Land on South East boundary of Willington 421220.34 534967.27 Willington Flood risk may be an issue to south of site 2963.79 237076.77 3b yes yes yes 4% 0% 12% Limited c4 986 3/ST/01 3/ST/01 3/ST/01 Land to the west of Verdun House 416201 537896 Stanley 185.403 1438.4 1 yes c4 987 3/MP/02 3/MP/02 Land opposite Wilson Street Wilson Street 416921.27 537458.88 Mount Pleasant no designations 389.557 4048.09 1 c4 988 3/ST/03 3/ST/03 3/ST/03 Land adjacent to Alma Terrace 416337 537823 Stanley The site and the surrounding land is identifed as designated openspace. 94.9346 442.974 1 yes c4 989 3/ST/04 3/ST/04 Land at Low Stanley Farm Low Stanley Farm 416318.55 538099.89 Stanley The area north of the site has been marked as an area for the development of wind turbines. An area of designated openspace lies to the south east of 492.885 12826.24 1 c4 990 3/MP/01 3/MP/01 Land rear Wilson Street On border of Wear Valley 416996.86 537676.62 Mount Pleasant no designations 870.672 26521.19 1 c4 991 3/BR/01 3/BR/01 3/BR/01 Land at Institute House 416377 537166 Billy Row 237.075 1923.53 1 c4 992 3/BR/02 3/BR/02 Land north of Well Bank Well Bank 416206.52 537714.83 Billy Row 361.51 7229.91 1 yes c4 993 3/FT/02 3/FT/02 Land at the Tudors and Redmires Farm Redmires Farm 414212.09 534141.82 Fir Tree 881.416 38690.91 1 yes c3 994 3/FT/01 3/FT/01 York House York House 413855.01 534707.88 Fir Tree The land is identified as an area of landscape value. 418.901 10614.41 1 yes c3 995 3/FT/06 3/FT/06 Land west of the A68 A68 413614.13 534631.42 Fir Tree The site is identified as land of landscape value. 796.324 28859.41 1 c3 996 3/FT/04 3/FT/04 Land adjacent to Hazel Grove Terrace Hazel Grove Terrace 413835.67 534415.03 Fir Tree The site is identified as land of landscape value. 1777.52 109772.34 1 yes c3 997 3/FT/03 3/FT/03 Land adjacent to Redmires Farm Redmires Farm 414158.41 534004.47 Fir Tree 479.049 9127.54 1 c3 998 3/HW/03 3/HW/03 Site adjoining no. 1 & 2 Park Cottage Rumby Hill to Park Cottages 416534.78 533754.05 Howdon-le-Wear 406.907 7134.52 1 yes c4 999 3/HW/09 3/HW/09 Land south of Howden Beck Railway Street 416081.59 533187.89 Howden-le-Wear An area of designated openspace lies to the north of the site. Topography - Valley runs alongside the centre of the site. Small pylons intersect the s 904.616 21793.84 3b yes 9% 11% 11% Limited c4 1000 3/HW/01 3/HW/01 Land north west of Fox Covert Grove Fox Covert Grove 415743.3 533529.25 Howden-le-Wear Caution may be needed as a stream runs alongside the boundary of the site. 672.359 25744.62 3b yes yes 0% 0% 0% Negligible c3 1001 3/HU/01 3/HU/01 Land East of the Vicarage Station Road 419278.04 532604.02 Hunwick 373.984 6637.77 1 yes c4 1002 3/HU/06 3/HU/06 Land at Hunwick Primary School Community Centre 418887.1 532664.39 Hunwick 791.832 29475.29 1 yes yes c4 1003 3/HU/03 3/HU/03 Land to the west of Belle Vue Terrace Belle Vue Terrace 419037.42 532801.57 Hunwick 530.019 15751.62 1 c4 1004 3/HU/05 3/HU/05 3/HU/05 Land adjacent to West End 418395 533068 Hunwick Caution may be needed as a landfill site is present to the north. 302.674 2574.35 1 yes c4 1005 3/NB/02 3/NB/02 Land south of Hillside Court Hillside Court 417328.91 532683.28 North Bitchburn An area of designated openspace occurs to the north of the site. 327.59 5948.76 1 c4 1006 3/NB/03 3/NB/03 Land to the east of North Bitchburn East of North Bitchburn 417528.94 532694.71 North Bitchburn 584.419 21201.91 1 c4 1007 3/SS/03 3/SS/03 Land adjacent to the Paddock, Front Street 413860.63 538510.59 Sunniside no designations 302.009 4384.91 1 c3 1008 3/SS/04 3/SS/04 Land Rear 54-57 Front Street Grahams Cottages 414059.11 538333.2 Sunniside no designations 984.184 30391.25 1 c3 1009 3/SS/01 3/SS/01 Land East of Gladstone Terrace Gladstone Terrace 414146.83 538716.35 Sunniside no designations 266.831 4184.37 1 c3 1010 3/HR/01 3/HR/01 3/HR/01 land rear of Church Street 418344 535407 Helmington Row no designations 226.467 1372.83 1 c4 1011 3/HR/02 3/HR/02 Land East and South of Former Filling Station West Road 418471.72 535173.04 Helmington Row no designations 486.264 8598.17 1 c4 1012 3/RM/02 3/RM/02 Land opposite Roddymoor CT Roddymoor CT 415797.58 537053.85 Roddymoor No designations but trees of value on site. Site may be at risk to flooding due to river along site boundary 322.137 4198.54 1 yes c3 1013 3/BR/07 3/BR/07 3/BR/07 Land north of Roddymoor Road 415980 537057 Billy Row trees bound the site 244.008 2639.92 1 c3 1014 3/RD/21 3/RD/21 Land at High Grange High Grange 417472.57 531749.33 Crook The site is identified as an area of landscape value. 607.041 23019.28 1 yes c4 1015 3/DV/03 3/DV/03 Auckland Park Auckland Park 422311.97 528621.97 1777.67 168911.8 1 yes d4 1016 3/DV/02 3/DV/02 Land south east of William Street William Street DL14 8RJ 422801.48 528610.7 Dene Valley A designated industrial area is located to the west of the site. 531.417 16926.94 1 d4 1018 3/BA/01 3/BA/01 Land North of North Bondgate North Bondgate 420795.55 530216.62 The site is part of a conservation area and the southern boundary adjoins another form of conservation area. The southern boundary also adjoins onto a 1117.22 39140.09 3a 0% 23% Negligible c4 1019 3/DV/14 3/DV/14 3/DV/14 Land south of Gurney Valley 423094 528288 Dene Valley 229.272 3042.49 1 d4 1020 3/BA/02 3/BA/02 Aintree Drive Bishop Auckland Mart, South Church Road DL14 6DJ 421470.38 528903.22 Bishop Auckland The site does have housing potential but is a designated openspace, B14. river runs along site boundary possible flood risk 575.368 14614 3a yes 39% 45% Limited d4 1021 3/DV/04 3/DV/04 Land to the east of St Phillips Close St Phillips Close 422680.66 528698.51 Dene Valley The site adjoins an area of designated industrial land to the west. 497.479 12276.95 1 d4 1022 3/CO/01 3/CO/01 land north of Stainmore Terrace Westerton Road 424320.32 530382.38 Coundon no designations 810.258 37204.4 1 c4 1023 3/CO/02 3/CO/02 Land to South of Hillside Road Hillside Road 424153.64 529406.11 Coundon there are no designations which prevent housing 652.065 25475.51 1 yes c4 1024 3/CO/03 3/CO/03 Mickle Grove South of Leeholme Rd 424624.32 529713.39 Coundon_Leeholme no desigantions, only undeveloped industrial site to south and small designated openspace on the east boundary 2041.26 160990.93 1 yes c4 1025 3/CO/04 3/CO/04 Land Esat of Leeholme Road Leeholme Road 424927.63 530315.09 Coundon_Leeholme old LEASINGTHORN COLLIERY, environmental improvement site in Local Plan, may be contaminated 972.38 60721.04 1 yes c4 1026 3/WP/01 3/WP/01 Land south of the Baltic The Baltic 417070.31 529517.91 Witton Park 480.54 9372.15 1 c4 1027 3/WP/02 3/WP/02 Land to the west of St Paul's Gardens ST Paul's Gardens 417368.36 529884.13 Witton Park 536.804 16745.98 1 c4 1028 3/WP/03 3/WP/03 Land north of Abbybeck House Abbybeck House 417867.64 529802.56 Witton Park The site is part of land identified as an area of landscape value. 527.774 13729.13 1 c4 1029 3/WP/04 3/WP/04 3/WP/04 Woodside 417773 529791 Witton Park The land to the east of the site is land identified of having landscape value. 174.944 1909.25 1 c4 1030 3/SH/12 3/SH/12 Land south and west of Boydon Close Leazes Lane 418261.75 526901.55 St Helen Auckland The site has a designated recreational route running through it. A small area of the site also forms an area of housing land identified within the loc 671.556 15619.79 1 yes d4 1031 3/SH/09 3/SH/09 Land rear of Melrose Drive Melrose Drive DL14 9DP 418379.03 527384.76 St Helen Auckland Caution is needed as overhead lines run over a small proportion of the site. 2229.69 272160.48 1 yes d4 1032 3/ES/01 3/ES/01 Land to the east of Dunelm Chare Dunelm Chare 418943.44 530251.41 Escomb 635.674 14925.18 3b yes yes 8% 90% 97% Major See 'major' site constraints c4 1033 3/NE/01 3/NE/01 3/NE/01 Land north-west of Primrose Hill 420499 533696 Newfield Part of the site has been identified as being an area of landscape value. 230.324 3234.61 1 c4 1034 3/NE/02 3/NE/02 Newfield Works Springbank Road DL14 8BP 420468.29 533204.95 Newfield The site has been reclaimed by the council. Site may be at risk to flooding due to river along site south boundary 2082.96 150229.93 3b yes 10% 15% 28% Limited c4 1035 3/BA/27 3/BA/27 3/BA/27 Etherley Dene 419326 529100 Bishop Auckland The site has housing potential. 259.847 3602.84 1 d4 1036 3/BI/01 3/BI/01 Land at Greystones North of Granville Terrace 422783.93 532183.47 Binchester An area of designated openspace is situated to the east of the site. A public highway runs to the west of the site. 772.545 32566.87 1 c4 1037 3/SC/01 3/SC/01 Land at Rosemount Allotments Rosemount Allotments 421855.31 528069.6 South Church The site is identified within the Local Plan as designated openspace within bulit up areas. It current land use is also allotments. Industrial develop 537.319 15716.51 1 d4 1038 3/SC/02 3/SC/02 Land to the East of Rosemount Road East of Rosemount Road 422028.99 527988.84 South Church Designated openspace lies to the west of the site but the boundaries do not meet. 462.707 11066.1 1 yes d4 1039 3/RD/01 3/RD/01 Land at Marshall Green Marshall Green 414715.88 531762.44 Witton-le-Wear The site adjoins an area of conservation. Topography - Gently sloping, pylons line the edge of the site. 1015.58 26821.13 1 yes c3 1040 3/RD/02 3/RD/02 Land to the rear of Woodbine House Woodbine House 414080.86 531405.69 Witton-le-Wear A public right of way is present across the site. 598.563 14184.42 1 c3 1041 3/RD/16 3/RD/16 3/RD/16 Land at Inkerman n/a 411292 539918 332.396 3904.38 1 c3 1042 3/TL/03 3/TL/03 High West House Farm High West House Farm DL13 4DE 412237.55 539243.64 Tow Law 784.977 15125.47 1 yes c3 1043 3/RD/15 3/RD/15 3/RD/15 Unknown 412210 539596 Tow Law 185.895 2030.35 1 yes c3 1044 3/TL/01 3/TL/01 Pennine Road North Road n_a 411444.17 539459.25 Tow Law The site adjoins an area of designated openspace to the east, this could affect development potential. 1641.7 50461.77 1 yes c3

See Figure. Proportion of site within Zone 3b Functional 1045 3/FR/03 3/FR/03 Depot beside mineral railway South of A689 403439.34 536894.48 Frosterley 515.876 11828.33 3b yes yes 13% 34% 85% Consideration Floodplain should be avoided. See development management c3 recommendations for remaining proportion of site.

1046 3/FR/02 3/FR/02 3/FR/02 Land opposite depot, The Batts DL13 2SE 403155 536854 Frosterley 237.388 2856.74 3a 7% 19% Limited c3 1047 3/FR/01 3/FR/01 New Frosterley Quarry North of A689 403095.31 536990.54 Frosterley Former quarry site appears to be a slag heap therefore potential contamination and topography constraints. Currently used as grazing land. 350.253 5471.87 1 c3 1048 3/SP/13 3/SP/13 3/SP/13 land north Newfield Farm 400014 539144 Stanhope site under policy ENV 3: where development will not be allowed which adversely affects the landscape character, nature or appearance 62.233 195.795 1 c2 1049 3/SP/15 3/SP/15 Land West of East Lane East Lane 400084.68 538926.03 Stanhope 396.424 4541.65 1 c2 1050 3/SP/01 3/SP/01 Land Opposite Woodcroft Gardens Woodcroft Gardens 400392.84 538663.75 Stanhope 844.996 37760.82 3a yes 8% 10% Limited c2 1051 3/SP/12 3/SP/12 3/SP/12 land north Newfield Farm, East Lane 400027 539126 Stanhope 220.721 2417.29 1 yes c2 1052 3/SP/02 3/SP/02 Land west of St.Thomas Close St.Thomas Close 399181.11 539627.74 Stanhope 304.257 5743.97 1 c2 1053 3/RD/13 3/RD/13 3/RD/13 Land opposite Fern Cottage 399516 540061 Stanhope 101.918 552.66 1 c2 1054 3/SP/03 3/SP/03 Land and Alllotment Gardens, Allterton Bridge 398815.32 539376.82 Stanhope 406.324 8714.3 1 c2 See Figure. Flood depth (1% (1 in 100) event) approximately 1055 3/SJ/04 3/SJ/04 3/SJ/04 Land at Burn Foot 388624 538139 St. John's Chapel slopes downward to north, ford at north of site and trees around the edge adjacent to conservation area. 241.249 2343.4 3a 68% 98% Consideration 0.15m in affected proportion of site. See develoment c2 management recommendations. 1056 3/SJ/02 3/SJ/02 Land rear of Broken Way Broken Way 388371.31 538194.52 St. John's Chapel pylons and trees in siteProposal BE5 : This Conservation Area is identified on the Proposals Map:The character of each Conservation Area will be prot 560.078 8109.65 2 yes 1% Negligible c1 1057 3/SJ/01 3/SJ/01 3/SJ/01 Hood St 388043 538210 St. John's Chapel 156.385 1176.56 1 c1 1058 3/EA/01 3/EA/01 Land West of Braeside House and Corner Cottage Braeside House and Corner Cottage 395064.25 538698.47 Eastgate 504.007 11568.14 1 yes yes c2 1059 3/WO/08 3/WO/08 land East of Leadgate Lane Leadgate Lane 408068.73 537475.01 The site is in an area of nature conservation importance and adjoins the boundary of the conservation area identified in the Local Plan. 596.612 6817.22 1 c3 1060 3/IR/02 3/IR/02 Land adjacent to access to West Blackdene Front Street 386996.86 538688.59 Ireshopeburn 397.61 6769.55 1 yes c1 1061 3/RK/05 3/RK/05 Land adjacent to Boltsburn Crescent Boltsburn Crescent 393849.59 542695.17 Rookhope 369.45 5780.44 3a 27% 49% Limited b2 1062 3/RK/01 3/RK/01 Boltsburn Mine Boltsburn Mine 393665.07 542818.74 Rookhope 416.009 5542.37 3a yes 13% 17% Limited b2 1064 3/RD/09 3/RD/09 South Church Hill North Low Jobs Hill 417113.36 536024.34 Crook 623.346 20635.63 1 c4 1065 3/RD/10 3/RD/10 Land to rear of South Terrace South Terrace 417333.02 535740.25 Crook 673.355 15861.91 1 yes c4 1066 3/HW/10 3/HW/10 3/HW/10 Hargill Farm, Hargill Road DL15 8HL 415869 533194 Howden-le-Wear 266.162 3268.02 1 c3 1067 3/RD/12 3/RD/12 3/RD/12 land south Heatherview Caravan site 400078 538257 Stanhope 287.123 2800.96 1 yes c2 1068 3/BA/28 3/BA/28 Land north of Etherley Moor Four Lane Ends 418787.17 529029.26 Bishop Auckland The site has housing potential. 829.414 40092.02 1 d4 1069 3/HU/04 3/HU/04 Cringle Dykes New Hunwick 418539.07 532968.61 Hunwick The site adjoins an area of designated openspace and an area allocated for housing. 1007.09 39264.85 1 yes c4 1070 3/WI/19 3/WI/19 Land Rear of West Road West Road 419121 535621.2 Willington no designations 1055.57 54855.51 1 yes c4 1071 3/SC/04 3/SC/04 Land east of East Deanery Farm East Deanery Farm 421679.15 528245.69 South Church Half of the site has been identified as designated openspace within a built up area. A listed building is also adjoins the northern boundary of the si 493.435 14994.3 3a yes 22% 32% Limited d4 1072 3/HR/03 3/HR/03 Helmington Row House West Road 418642.36 535180.04 Helmington Row no designations 902.459 24791.85 1 c4 1073 3/FR/05 3/FR/05 3/FR/05 land south of Westfield 0 0 Frosterley 165.638 1491.14 1 yes c3 1074 3/WO/09 3/WO/09 Land North of Ferndale Land North of Ferndale 408170.24 537442.28 Wolsingham The site has housing potential but is part of the an area with nature conservation importance. 511 14039.95 1 yes c3 1075 3/WO/11 3/WO/11 Land rear of Durham Road Unknown 408423.97 537346.1 Wolsingham The site is within an designated area - Opportunities for Recreation Provision. It was suggested that a golf course could be produced in this area. 776.657 31288.47 1 yes c3 1076 3/EA/03 3/EA/03 3/EA/03 Rose Cottage DL13 2EQ 395299 538921 Eastgate 124.838 842.15 1 yes c2 1077 3/SP/10 3/SP/10 Land at Fairfield Cottages East Lane 399947.07 539155.78 Stanhope 296.539 5198.88 1 c2 1078 3/SP/05 3/SP/05 Land Rear Weardale Pool, Castle Park 399211.41 539298.92 Stanhope policy BE 14 open spaces within Built up areas, protected against development Site may be at risk to flooding due to river along site boundarySite may 271.296 4427.87 2 yes yes 6% Negligible c2 1079 3/SP/06 3/SP/06 Land West of Plot 1 Butts Cresent 1 399544.59 539112.63 Stanhope 377.302 7019.64 2 yes yes yes 10% Negligible c2 See Figure. Relatively large proportion of site within Zone 3a 1080 3/RK/03 3/RK/03 3/RK/03 land opposite old mining offices 393783 542839 Rookhope 177.1 1044.56 3a yes 96% 98% Consideration with average flood depth (1 in 100) greater than 1m. b2 Allocation for housing not recommended. 1081 3/RK/06 3/RK/06 Land adjacent to Boltsburn Crescent Boltsburn Crescent DL13 2 AT 393836.24 542761.05 Rookhope 284.818 4217.45 3a 0% 0% Negligible b2 1082 3/RD/23 3/RD/23 3/RD/23 Unknown 415119 531681 Witton-le-Wear Site is an area of landscape value. Topography - slighty sloping, pylons aligning site. 104.799 369.33 3a 40% 47% Limited b2 1083 3/RK/02 3/RK/02 Rookhope Burn Rookhope Burn 393686.18 542825.69 Rookhope 348.32 5021.23 3a yes 40% 47% Limited b2 See Figure. Flood depth (1% (1 in 100) event) approximately 1084 3/WE/02 3/WE/02 Allotments Garden High Town 390659.34 538168.44 Westgate SAM to north of site 350.187 6405.03 3a yes 50% 83% Consideration 0.1m in affected proportion of site. See develoment c2 management recommendations. 1085 3/HU/02 3/HU/02 Dyson Thermal Technologies East of Wear View 419436.69 532976.77 Hunwick To the west of the site lies a public right of way, land of landscape value and an area of biodiveristy and geological conservation. 1555.4 111956.76 1 yes c4 1086 3/TL/08 3/TL/08 Ironworks Road Ironworks Road DL13 4EQ 411683.84 539218.4 Tow Law 905.519 17722.97 1 yes c3 1087 3/TL/09 3/TL/09 Land south of Valley Close Valley Close DL13 4AN 411763.63 539258.9 Tow Law Site does adjoin an area of designated openspace to the north-west. 507.678 11640.36 1 yes c3

Durham County Council Level 2 SFRA (March 2010) Page 8 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 1088 3/BR/05 3/BR/05 Land at Low Albert Terrace Albert Terrace 415926.22 537229.73 Billy Row trees present in site 486.954 7346.58 1 yes c3 1089 3/ST/05 3/ST/05 Land to the north and south of Jobson Terrace Jobson Terrace 416670.08 537895.1 Stanley 498.545 14811.79 1 c4 1090 3/HR/04 3/HR/04 Land and Buildings at Verdum Cottage Church Street DL15 0RS 418244.57 535311.57 Helmington Row no designations 422.039 9034.55 1 c4 1091 3/CR/34 3/CR/34 Land opposite Borrowdale Grove Borrowdale Grove 416643.67 534580.93 Crook no designations 458.091 7116.57 1 yes c4 1092 3/CR/33 3/CR/33 land adjacent to Blencathra Crescent Blencartha Crescent 416873.8 534707.03 Crook no designations 342.583 4243.4 1 c4 1093 3/CO/13 3/CO/13 Leeholme Road Buckingham Terrace 424615.68 530057.11 Leeholme land is a protected openspace BE14 483.663 8765.44 1 c4 1094 3/NE/04 3/NE/04 Primrose Hill Primrose Hill DL14 8BQ 420776.7 533748.33 Newfield The site is next to an area of designated openspace. 363.478 4600.36 1 c4 1095 3/NE/03 3/NE/03 3/NE/03 Primrose Hill DL14 8BQ 420653 533667 Newfield The site is situated next to designated openspace. 257.516 3158.96 1 c4 1096 3/WP/05 3/WP/05 3/WP/05 Land on the east side of Park Road 417079 529718 Witton Park 133.137 1117.57 1 c4 1097 3/ES/02 3/ES/02 Land south of Vicarage Farm Vicarage Farm 418882.67 529826.7 Escomb 362.591 7931.39 1 c4 1098 3/ES/03 3/ES/03 Land East of Escomb East of Escomb 418953.27 529802.83 Escomb 407.551 9408.97 1 c4 1099 3/CO/06 3/CO/06 Land west of Hillside Road Hillside Road DL14 8LZ 423692.98 529443.65 Coundon no designations within sites apart from designated openspace to north east of site 838.345 37313.96 1 c4 1100 3/TR/01 3/TR/01 Land to the rear of Jubilee Street Jubilee Street DL14 7RS 419965.74 530785.55 Toronto Designated openspace lies to the south of the site. 856.269 21052.37 1 yes c4 1101 3/RD/08 3/RD/08 Flatts Farm Flatts Farm DL14 7SF 420956.13 530607.77 Toronto Site is located within a conversation area. It is also part of an area identified of having economic importance with regards to mineral resources. Sit 325.52 6414.61 2 yes 100% Limited c4 1102 3/WA/01 3/WA/01 Land adjacent to Oakley Farm Darlington Road DL14 9HU 418176.07 526119.41 West Auckland There is some designated housing land to the east of the site which includes affordable housing.Site may be at risk to flooding due to river along sit 714.082 12213.59 3b yes 5% 11% 100% Limited d4 1103 3/SH/15 3/SH/15 3/SH/15 The Old Mill DL14 9HE 418220 526440 West Auckland 122.787 970.51 3a 2% 98% Limited d4 1104 3/SH/13 3/SH/13 Land north of Station Road Station Road 418285.87 526725.05 St Helen Auckland The site is identified as housing land within the Local Plan. Site may be at risk to flooding due to river along site boundary 1163.11 41423.44 2 0% Negligible d4 1105 3/SH/16 3/SH/16 3/SH/16 Old Chapel, Station Road DL14 9HH 418265 526557 West Auckland The site is located within a conservation area identified on the Local Plan.Site may be at risk to flooding due to river along site boundary 128.02 889.239 3a yes 100% 100% Major See 'major' site constraints d4 1106 3/SH/07 3/SH/07 Land to the north of Middlewood Avenue Middlewood Avenue DL14 9DH 418858.21 527035.63 St Helen Auckland 819.999 29869.61 1 yes d4 1107 3/SH/06 3/SH/06 Westbury Park Development Site rth of Middlewood Avenue and West of Davis DL14 9AJ 419013.51 527066.44 St Helen Auckland 554.367 16682.56 1 yes d4 1108 3/SH/05 3/SH/05 Former Cash and Carry site off Manor Road Old Hall Farm Road DL14 9AJ 419116.6 526739.95 St Helen Auckland The site is located within an allocated industrial area and part of the site is also identified as road proposal land. 786.292 28282.27 1 yes d4 1109 3/SH/04 3/SH/04 Middle Musgrove Farm Louisa Terrace DL14 9BP 419345.56 527174.23 St Helen Auckland A small proportion of the site is identified as new industrial allocation land. 291.062 4721.97 1 yes d4 1110 3/BA/19 3/BA/19 Clifton Leather Centre, Tinsdale Cresent DL14 9SS 420164.83 527423.59 Bishop Auckland The site is within an area of already existing industrail land identified within the Local Plan - I8 Bulky Goods Reatiling. 568.146 5903.86 1 yes d4 1111 3/BA/08 3/BA/08 Land adjacent to Morland Street St Andrew's Road DL14 6RY 420999.78 528419.7 Bishop Auckland possible flood risk as river runs along site boundary 289.68 4364.29 1 yes d4 1112 3/BA/07 3/BA/07 St Andrews Estate St Andrews Road 421290.37 528520.86 Bishop Auckland 1058.17 40345.75 1 yes yes d4 1113 3/BA/04 3/BA/04 Former B B H Windings LTD, South Church Road DL14 7LB 421405.46 529185.5 Bishop Auckland The site has housing potential but a grade II list building is present on the plot. 596.402 17884.31 3a 0% 0% Negligible c4 1114 3/SC/05 3/SC/05 3/SC/05 Former S G Perth Garage DL14 6SY 422027 527908 South Church Part of the site is identifed as housing land however this policy has expired. 203.339 2320.65 1 25% 46% 76% Negligible d4 1115 3/BA/30 3/BA/30 3/BA/30 2 High Bondgate DL14 7PJ 420827 530107 Bishop Auckland The site has lapsed housing planning permission and adjoins a conversation area. The site adjoins the boundary of two listed buildings. 257.955 3333.3 1 c4 1116 3/WI/04 3/WI/04 Riding Hall Carpets Limited Low Willington DL15 0UB 420721.23 535209.04 Willington contained in land policy I 4 - section of site will be developed for prestige industrial sites 1267.89 71791.89 1 yes c4 1117 3/WI/14 3/WI/14 3/WI/14 Kensington Hall Hotel, Kensington Terrace DL15 0PJ 419705 535420 Willington no designations 292.746 3747.52 1 c4 1118 3/HW/08 3/HW/08 Land adjacent to Railway Street Railway Street DL15 8BG 416185.08 533188.95 Howden-le-Wear Site may be at risk to flooding due to river along site boundary 552.66 8447.72 3b yes 36% 40% 40% Limited c4 1119 3/CR/24 3/CR/24 Lindale House West Road DL15 9PP 415825.57 535095.5 Crook No designations 744.986 5410.48 1 yes c3 1120 3/CR/23 3/CR/23 Eclipse Site A689 Crook By Pass 415947.34 535036.52 Crook No designations although included in local plan allocated for Housing 969.119 43809.28 3b yes yes 0% 0% 0% Negligible c4 1121 3/CR/25 3/CR/25 Wolf Commercial Centre New Road DL158EH 416221.92 534367.67 Crook no designations, except for located plan I 5 for industrila development, also to west of site land plotted for T4 road developments and south of site 743.518 26769.05 1 yes c4 1122 3/ST/02 3/ST/02 Land to the east and south of 14 &15 High Road High Road DL15 9SN 416616.78 537772.41 Stanley The site is allocated housing land within the Local Plan. 500.461 10432.46 1 c4 1123 3/ST/06 3/ST/06 3/ST/06 Unknown 416653 537777 Stanley Part of the site is identified as housing land within the Local Plan. 436.279 -4708.9 1 c4 1124 3/TL/04 3/TL/04 Tow Law Auction Mart Castle Bank DL13 4AE 412134.06 539076.36 Tow Law 763.09 20137.47 1 yes c3 1125 3/WO/04 3/WO/04 St Annes Convent High School Angate Square DL13 3AL 407587.77 537474.73 Wolsingham The site has housing potential but does lie within a conservation area. 457.917 8250.26 3a 5% 11% Limited c3 1126 3/WI/17 3/WI/17 3/WI/17 10 Burn Mill, Mill Street DL15 0DW 419483 535236 Willington site adjacent to protected openspace in built up area, policy BE14 210.298 2198.95 1 c4 1127 3/SB/04 3/SB/04 Oates Garage Ltd Hunwick Lane DL15 0HY 419066.97 535011.7 Sunnybrow_Willington no designations 430.852 6250.27 1 c4 1128 3/TL/06 3/TL/06 1 to 11 Naismith Mews Ironworks Road DL13 4EH 411739.48 538975.58 Tow Law 291.461 5371.91 1 c3 1129 3/DV/01 3/DV/01 Pilkington Way Pilkington Way Dl14 8YN 422432.81 528874.76 Dene Valley 384.999 7918.06 1 d4 1130 3/CO/18 3/CO/18 3/CO/18 east of Leeholme Road 424875 530122 Leeholme no designations to prevent housing 341.628 -6810.92 1 c4 1131 3/WI/15 3/WI/15 Land at Dene Estate Dene Estate 419567.12 534945.81 Willington 1760.24 71370.88 3a yes 0% 0% Negligible c4 1132 3/WE/03 3/WE/03 Bullfield Bullfield 390731.8 538169.48 Westgate 301.913 4734.02 2 1% Negligible c2 1133 3/WW/01 3/WW/01 3_WW_01 and forming part of access road to the Paddoc DL14 0DH 414692.56 531336.35 Witton-le-Wear 436.964 8238.91 1 yes c3 1134 3/ST/07 3/ST/07 Land adjacent to 17 Alma Terrace 17 Alma Terrace 416434.47 537875.65 Stanley Crook The site is identifed as housing land within the Local Plan. Designated openspace lies to the north and south of the site. 515.716 15378.64 1 yes c4 1135 3/BA/18 3/BA/18 Tinsdale Hospital Greenfields Road DL14 9TE 419940.63 527619.76 Bishop Auckland 511.441 12116.67 1 yes d4 1136 3/WO/06 3/WO/06 3/WO/06 70 Lydgate Town DL13 3HA 407937 537822 Wolsingham 239.523 3574.67 1 c3 1137 3/SH/11 3/SH/11 3/SH/11 73 Manor Road DL14 9ER 418603 526659 St Helen Auckland 264.009 2888.82 3a 0% 1% Negligible d4 1138 3/DV/05 3/DV/05 3/DV/05 Land rear of Pilkington Way DL14 8RJ 422435 528949 Dene Valley 325.019 2543.66 1 d4 1139 3/BA/09 3/BA/09 Fire Station Watling Road DL14 6RP 420735.37 528229.86 Bishop Auckland 380.677 4112.36 1 yes d4 1140 3/TL/02 3/TL/02 3/TL/02 Smith Street 412043 539337 Tow Law 228.117 2536.29 1 c3 1141 3/BA/06 3/BA/06 3/BA/06 41 Durham Road DL14 7HX 422074 529631 Bishop Auckland The site has potential for housing but the northern boundary of the plot adjoins an area of conservation. Designed openspace also lies to the south of 176.408 1744.22 1 c4 1142 3/WI/13 3/WI/13 3/WI/13 Land at (northern site) Cambridge Avenue 419775 534974 Willington long distance footpath runs through the site, its is under policy RL12 : Proposals which would result in the loss of public rights of way will be res 187.895 1884.39 1 c4 1143 3/CO/12 3/CO/12 3/CO/12 Westerton View DL148QX 423705 530060 Coundon no designations within site 153.445 1238.58 1 yes c4 1144 3/WE/01 3/WE/01 3/WE/01 Wast of High Town 390670 538276 Westgate SAM to south of site 152.662 1125.09 3a 97% 99% Major See 'major' site constraints c2 1145 3/CR/27 3/CR/27 3/CR/27 land south east of 29 Woodifield Hill DL159NU 415097 535099 Crook no designations 284.007 2982.03 1 c3 1146 3/ED/01 3/ED/01 Land to the North of the Closes The Closes DH8 9NH 401577.76 550095.58 303.464 4319.81 1 b2 1147 3/BA/24 3/BA/24 Holdsforth Farm South Church Road 421517.08 528984.55 Bishop Auckland The site has housing potential but is within an area of designated openspace. Possible flood risk as river runs along site boundary 329.652 4503.11 3a 25% 41% Limited d4 1148 3/RD/25 3/RD/25 Stanley Hall Farm Stanley Hall Farm DL15 9AW 416323.09 539689.63 Crook Land proposed for the development of wind turbines and is identified as community forest. 355.045 5970.17 1 c4 1149 3/RD/20 3/RD/20 Wadsworth Farm Wadsworth Farm DL15 8AU 418093.06 531334.04 High Grange 346.216 6745.75 1 c4 1150 3/RD/11 3/RD/11 Buildings at Low Rough Lea Rough Lea Colliery 419403.51 533717.67 Crook 341.679 6842.38 1 c4 1151 3/RD/22 3/RD/22 3/RD/22 Spring Farm 416841 538414 Stanley site MW4- designated for development of wind turbines under certain criteria 286.15 1987.14 1 yes c4 1152 3/RD/17 3/RD/17 Howlish Laboratories Howlish Lane 424166.11 528934.51 RD- Coundon no designations 425.05 4009.4 1 d4 1153 3/CR/28 3/CR/28 3/CR/28 land at Rose Hill, 35 High West Rd DL15 9NS 415309 535524 Crook no designations 212.794 1834.36 1 c3 1154 3/CR/36 3/CR/36 3/CR/36 35 High West Road DL15 9NS 415328 535330 Crook no designations 250.188 2126.42 1 c3 1155 3/SC/03 3/SC/03 West Deanery Farm West Deanery Farm DL14 6SQ 421435.83 528224.94 South Church The majority of the site is located within an archaeological site of interest. An area of designated openspace also lies to the west of the plot. Site 337.214 5981.2 3a yes 3% 8% Negligible d4 1156 3/HW/04 3/HW/04 3/HW/04 Sunnydene Lodge, Rumby Hill DL15 8AD 416528 533698 Howden-le-Wear 191.271 2032.21 1 yes c4 1157 3/IR/01 3/IR/01 3/IR/01 land adjacent to 2 Frank St DL13 1EY 386940 538663 Ireshopeburn 177.411 1465.14 1 c1 1158 3/OA/01 3/OA/01 3/OA/01 26 South Acre DL15 0SZ 420255 536679 Oakenshaw no designations 136.37 983.964 1 c4 1159 3/RD/27 3/RD/27 3/RD/27 land to the rear west farm steadings DL14 8AH 423883 530990 Westerton Village no designation 227.451 2309.68 1 c4 See Figure. Relatively large proportion of site within Zone 3a 1160 3/RK/04 3/RK/04 3/RK/04 Land and Buildings at Boltsburn Beck DL13 2BH 393862 542920 Rookhope 285.561 2295.81 3a yes 84% 91% Consideration with average flood depth (1 in 100) greater than 1m. b2 Allocation for housing not recommended. 1161 3/SP/07 3/SP/07 3/SP/07 Land adjacent to 5 the Butts DL13 2UG 399647 539078 Stanhope 178.899 1156.32 1 yes c2 1162 3/BR/04 3/BR/04 3/BR/04 North Roddymoor Farm, Institute Terrace DL15 9TB 416423 537076 Billy Row 185.544 2033.59 1 c4 1163 3/CR/09 3/CR/09 3/CR/09 Lnad east of Arthur Street DL15 9DT 4166603 535852 Crook no designations. Possible fllod risk with boundary surrounded byriver 230.504 2428.97 3a yes 30% 34% Limited c4 1164 3/SP/04 3/SP/04 Stanhope Old Hall Stanhope Old Farm DL13 2PF 398961.35 539355.45 Stanhope 290.209 4558.86 1 yes c2 1165 3/WI/18 3/WI/18 3/WI/18 The Burn Development Site, Mill Street DL15 0JA 419474 535195 Willington site is within policy BE14 open space with built up area 201.152 2371.64 1 yes c4 1166 3/SH/19 3/SH/19 3/SH/19 nd south and east of Tinsdale Lodge, Dilk Stre DL14 9AP 420386 527012 St Helen Auckland The site is identified as service industrial land within the Local Plan. 217.233 2700.16 1 yes d4 1168 3/WP/08 3/WP/08 3/WP/08 d adjacent to/rear of Viaduct Terrace, New Road 417269 530232 Witton Park Two areas of designated housing land are located to the west and east of the site. The northern boundary of the site adjoin an area of employment land 260.567 2233.15 1 yes c4 1169 3/ED/02 3/ED/02 3/ED/02 Land adjacent to/east of 12 the Closes 401598 550062 Edmundbyers 233.181 2406.72 1 99% 131% Limited b2 1170 3/RD/14 3/RD/14 3/RD/14 2 Crawley Hall, Crawleyside Bank 399243 540096 Stanhope 191.257 1688.14 1 yes yes c2 1171 3/WI/10 3/WI/10 3/WI/10 Land rear of Hall Terrace DL15 0QW 420056 534950 Willington land adjoining BE14 policy designated land protected openspace in built up area 224.389 1961.5 1 c4 1172 3/WP/07 3/WP/07 Land to the north of New Road New Road 417267.23 530316.37 Witton Park The site has been identified as designated industrial land. The site adjoins land to the north which has been safeguarded for the development of the B 431.905 11045.06 1 yes c4 1173 3/WI/16 3/WI/16 3/WI/16 94 High Street 419516 535339 Willington S8 policy shopping proposals 48.8226 138.784 1 c4 1174 3/RM/01 3/RM/01 Land rear of High Terrace High Terrace 415611.01 536812.12 Roddymoor no designations 566.545 14617.51 1 c3 1175 3/NB/01 3/NB/01 3/NB/01 Land to the south west of WellGarth Court 417128 532756 North Bitchburn 195.93 1198.1 1 c4 1176 3/CO/10 3/CO/10 Broomside South of Church Street 423416.38 529828.96 Coudon no designations 841.791 28741.87 1 c4 1177 3/CR/12 3/CR/12 Land South of Bladeside Bladeside 416833.15 535293.2 Crook no designations within the site possible flood risk, rivers runs adjacent to site boundary 532.369 8197.74 3a yes 15% 16% Limited c4 1178 3/TR/02 3/TR/02 Land to the south of Addison Road. Addison Road. 419656.36 530776.8 Toronto The site is identified as being an area with landscape value. 1051.95 39910.96 1 c4 1179 3/SH/08 3/SH/08 Land North of Blythe Avenue Davis Avenue 418971.13 527239.83 St Helen Auckland Caution as overhead lines may go across the site. The site also adjoins on to an area identified as industrial land. 1546.05 113453.29 1 yes d4 1180 3/CR/10 3/CR/10 Land North West of George Terrace George Terrace DL15 9DJ 416831.49 535666.23 Crook designated conservation area and also thea area is within the local Land policy C3, reserved for educational purposes 556.805 10195.75 1 yes c4 1181 3/WA/06 3/WA/06 3/WA/06 Unknown 417899 525935 West Auckland 250.689 3490.22 2 yes 100% Limited d4 1182 3/CR/17 3/CR/17 3/CR/17 Car Park, West Road 416151 535374 Crook the entire site is a car park 196.788 1261.75 1 yes c4 1183 3/CR/14 3/CR/14 Council Depot Land rear of Croft Street 416364.27 535470.99 Crook north east section of site in conservation arae 480.058 7392.55 1 yes c4 1184 3/SS/06 3/SS/06 Land rear 54-57 front street Front Street 413971.42 538417.39 Sunniside no designations 353.235 4256.8 1 c3 1185 3/FR/04 3/FR/04 Opposite Mineral Railway Wear View 402687.33 536726.77 Frosterley Further information required from the Environment Agency. No highway access. 1265.3 27774.83 3b yes yes 7% 10% 0% Limited c3 1186 3/DV/06 3/DV/06 Land off Eldon Lane Eldon Lane 422586.42 528074.22 Dene Valley The southern section of the site is identified as housing land within the Local Plan. Site may be at risk to flooding due to river along site boundary 1459.83 67698.5 3b yes 28% 53% 64% Major See 'major' site constraints d4 See Figure. Flood depth (1% (1 in 100) event) approximately 1187 3/WA/02 3/WA/02 Land north of Aptec Enterprise Park Darlington Road 418758.97 526159.17 West Auckland The site is allocated industrial land within the Local plan. Site may be at risk to flooding due to river along site boundary 1648.51 82242.64 3b yes 23% 35% 53% Consideration 0.1m in affected proportion of site. See develoment d4 management recommendations. 1188 3/DV/07 3/DV/07 Land to the west of Coronation Coronation 422143.59 527813.85 Dene Valley To the north of the site is an area of designated allotments. The land to the north of the site is also cummunity forests. 704.148 13489.47 1 d4 1189 3/RD/07 3/RD/07 3/RD/07 Flatts Farm DL14 7SF 420535 530364 Toronto 215.015 1685.92 1 c4 1190 3/CO/20 3/CO/20 Playing Field South of Potts Road Nottingham street 424450.48 530228.05 Coundon no designations within this site 899.782 36947.94 1 c4 1191 3/BI/02 3/BI/02 3/BI/02 Unknown 422932 532203 Binchester An area of designated openspace lies to the south-east of the site. 134.564 1165.56 1 c4 1192 3/RD/06 3/RD/06 3/RD/06 land opposite Etherley Road 418483 528879 outside Bishop Auckland settlement no desigantions 162.782 1637.79 1 d4 1193 3/CO/09 3/CO/09 Land North of A689 Land North of A689 423475.31 529588.38 Coundon no desigantion in site 970.116 55530.38 1 c4 1194 3/HW/05 3/HW/05 Land south of Park Avenue 3_HW_05 - 3/HW/06 (Both within one site) 416533 533032.37 Howden-le-Wear The site is identified as designated openspace and an area for recreation. Site may be at risk to flooding due to river along site west boundary 769.583 25344.39 3a yes 3% 4% Negligible c4 1195 3/RD/23 3/RD/23 land at Hill House Hill House 415108.68 531677.27 Witton-le-Wear Site is an area of landscape value. Topography - slighty sloping, pylons aligning site. 2558.73 246553.29 1 yes 0% 0% Limited c3 1196 3/RD/24 3/RD/24 3/RD/24 Unknown 416326 539574 Crook The land is identified as community forest and has been allocated for renewable energy development. 43.426 93.0775 1 c4 1197 3/CO/19 3/CO/19 Land north of Hereford Street Allotment gardens, 424595.24 530279.95 Coundon no designations within the site 684.416 27744.77 1 c4 1199 3/CR/16 3/CR/16 Adjacent to West End Villas West End Villas 415937.48 535451.15 Crook no designations 994.072 8511.07 1 c4 1200 3/CO/14 3/CO/14 Land between Pembroke Street and Lincoln Street Back of Winsor Terrace 424775 529974.34 Leeholme BE14 site south of site 586.968 18504.3 1 c4 1201 3/CO/15 3/CO/15 Sussex Street Sussex Street 424804.97 529754.45 Leeholme there are BE14 areas to the north and west of site 422.513 9256.46 1 yes c4 1202 3/CO/21 3/CO/21 Land North of Addison Road land north of Addison Road 424379.71 530169.04 Coundon no designations 308.192 5328.97 1 c4 1203 3/SH/14 3/SH/14 3/SH/14 Davis Avenue DL14 9DF 419120 527031 St Helen Auckland 239.398 1491.4 1 d4 1204 3/SB/05 3/SB/05 3/SB/05 Helmington Grove 419472 534244 Sunnybrow/Willington no designations 234.743 2588.8 1 c4 1205 3/CR/18 3/CR/18 3/CR/18 Land between 47 and 55 South End Villas DL15 8LG 416312 534580 Crook site is rear of BE14 area, a protected openspace within a built up area, also site designated for Housing under policy H5, 15 73.6018 334.897 1 c4 1206 3/CR/32 3/CR/32 3/CR/32 land east Blencathra Cresent 416928 534785 Crook no designations 179.977 1428.79 1 c4 1207 3/DV/08 3/DV/08 3/DV/08 Moore Street, Eldon Lane 422748 527948 Dene Valley The site is adjacent, to the west, to an area identified as housing land within the Local Plan. An area identified as needing improvements within the 345.251 7421.51 3b yes yes 67% 89% 99% Major See 'major' site constraints d4 1208 3/WI/05 3/WI/05 3/WI/05 Ash Drive DL15 0BN 421191 535012 Willington no desigantions 215.584 2241.9 1 c4 1209 3/CR/29 3/CR/29 3/CR/29 land north of Briar Gardens 415729 535478 Crook no designations 114.261 797.381 1 c3 1210 3/CR/11 3/CR/11 3/CR/11 Civic hall 416722 535639 Crook Possible flood risk as river runs along boundary 114.111 596.092 3a yes 16% 16% Negligible c4 1211 3/CR/20 3/CR/20 3/CR/20 COMMUNITY CENTRE, PATTERDALE CLOSE DL15 8PR 416741 534915 Crook no designations 55.4279 185.75 1 c4

Durham County Council Level 2 SFRA (March 2010) Page 9 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 1212 3/CR/30 3/CR/30 3/CR/30 land north of Lilac Gardens 415662 535685 Crook no designations 85.1436 341.313 1 c3 1213 3/CR/19 3/CR/19 3/CR/19 adjacent to Bedburn Close 417091 535091 Crook no designations 38.1664 86.6547 1 c4 1214 3/WI/09 3/WI/09 3/WI/09 29 Bourne Way DL15 0EU 420033 535462 Willington land to rear of site land poivy designated T4 land safeguarded from development for road routes 39.5429 93.8596 1 c4 1215 3/CR/21 3/CR/21 3/CR/21 20-23 Blencathra Crescent DL15 8PQ 416808 534745 Crook no designations 101.677 654.862 1 yes c4 1216 3/HW/02 3/HW/02 3/HW/02 Hargill Haven DL15 8HS 415990 533455 Howden-le-Wear 174.143 1734.9 3b yes yes 86% 98% 100% Significant See 'significant' site constraints c3 1217 3/WI/08 3/WI/08 31-53 Bourne Way Bourne Way 420110.23 535510.46 Wear Valley land to rear of site land policy T4 - land safeguarded for road improvements 369.463 6397.88 1 c4 1218 3/WI/06 3/WI/06 Land surrounding Dellside House Dellside House DL15 0DH 420572.51 534848.99 Willington no designations, except for corner of site part of T4 policy, land safe guarded for road proposals 326.423 4765.16 1 yes c4 1219 3/WI/12 3/WI/12 3/WI/12 and and buildings on North side of High Street 419779 535241 Willington Site Designated policy S7 Growth areas, retail development 220.759 1518.95 1 c4 1220 3/BA/05 3/BA/05 King James I Community College, South Church DL14 7JZ 421397.75 529524.79 Bishop Auckland Some areas of the site are identified as designated open space. The site also lies within a conservation area. The site has 4 listed buildings include 1654.51 80309.51 3a yes 6% 7% Limited c4 1221 3/BR/06 3/BR/06 Land at Peases West Primary School White Lea Road 415963.61 537300.79 Billy Row 398.669 9083.27 1 c3 1222 3/BA/11 3/BA/11 Cheesmond Avenue Kitchen Avenue 420137.8 528229.85 Bishop Auckland The site adjoins an area of designated openspace to the north. 787.838 15081.09 1 yes d4 1223 3/BA/14 3/BA/14 Walker Drive Walker Drive DL14 6QW 420163.07 527731.31 Bishop Auckland 370.007 6902.21 1 d4 1224 3/WI/11 3/WI/11 Albion House Bourne Way 419831.54 535302.16 Willington site located in BE14 policy: protected openspaces In built up area 304.408 5876.53 1 c4 1225 3/WO/05 3/WO/05 Council Depot Upper Town 407697.53 537810.8 Wolsingham 378.74 7305.29 1 yes c3 1226 3/WA/04A 3/WA/04A South of West Auckland Football Ground Darlington Road 418182.45 525858.34 West Auckland The south area of the site is located outside the settlement boundary. The east section of the site which is inside the settlement limit is an allocat 1066.33 39002.91 3b yes 0% 1% 11% Negligible d4 1227 3/DV/09 3/DV/09 3/DV/09 Land south of Eldon Lane 422691 527839 Dene Valley The site is allocated housing land identified with the Local Plan, especially affordable housing. 314.209 3342.7 2 yes 4% Negligible d4 1228 3/WA/03 3/WA/03 Land south of Oakley Gross Beck Darlington Road DL14 9HT 418332.46 526195.07 West Auckland The site is an allocated area for housnig with a main town. It also includes affordable housing. 383.841 7598.24 3a yes yes 1% 58% Limited d4 1229 3/WE/04 3/WE/04 Weardale Caravan Park site Front st 390630.19 537997.95 Westgate 469.662 7437.96 3b yes yes 44% 91% 99% Significant See 'significant' site constraints c2 1230 3/WE/05 3/WE/05 Weardale Caravan Park site Brittle Hall end), Front st 390507.31 537966.16 Westgate 306.679 5370.05 3b yes yes 100% 100% 100% Significant See 'significant' site constraints c2 1231 3/WP/06 3/WP/06 Land adjacent to Low Queen Street Low Queen Street 417368.89 530231.1 Witton Park The site has been allocated as housing land within the Local Plan. The north boundary of the site adjoin ladn safeguarded for the development of the B 515.336 11008.41 1 yes c4 1232 3/WO/12 3/WO/12 Former Wolsingham Sawmills East of Ward Terrace DL13 3JB 408408.72 537150.82 Durham Road Caution shoud taken as there may be overhead lines or pipelines present near the site. H7, 9, 10 and 15 were applied to the site when previous plannin 686.94 25660.21 3a yes 50% 56% Limited c3 1233 3/WO/13 3/WO/13 Former Wolsingham Sawmills South of Ward Terrace DL13 3JB 408339.59 536962.53 Wolsingham Caution needs to be given to the presence of overhead lines_ pipelines near the site. The site is an area of newly industrial allocated land. A concer 954.368 35683.54 3a yes 99% 99% Major See 'major' site constraints c3 1234 3/SH/01 3/SH/01 Land South of Romanway Industrial Estate Tinsdale Cresent DL14 9AW 420484.57 526924.55 St Helen Auckland The area is identified as an service industrial site. A public footpath also adjoins the site boundary to the east. 613.615 22189.77 3a yes 50% 57% Limited d4 1235 3/SH/02 3/SH/02 Fieldon Bridge Tindale Cresent DL14 9TL 420105.97 526924.16 St Helen Auckland The site is identified as new allocated industrial land and the north-west boundary adjoins road proposal land. A part of the site to the north is lan 1211.15 76300.3 2 yes 2% Negligible d4 1236 3/BA/10 3/BA/10 Ford Way Ford Way DL14 6PY 420462.93 527941.83 Bishop Auckland 500.439 9178.45 1 yes d4 1237 3/TR/04 3/TR/04 Former Brickworks Newton Cap Bank DL14 7SB 420246.01 530793.99 Toronto 525.531 15587.54 1 yes c4 1238 3/CO/22 3/CO/22 Land near Weighbridge Depot Chapel Bank 425360.05 530229.17 Coundon_Leeholme Environmental improvement area-old Colliery site 2753.21 141036.5 1 yes c4 1239 3/BA/21 3/BA/21 Former Chamberlain Phipps Catkin Way DL14 9TF 419627.97 527458.51 Bishop Auckland The site has housing potential but is within an existing industrial area identified in the Local Plan. 516.099 16388.09 1 d4 1240 3/CR/22 3/CR/22 Castle Close Industrial Estate Castle Close Industrial Estate 416155.53 534912.89 Crook no desigantions 509.094 11405.54 3b yes 0% 1% 1% Negligible c4 1241 3/FT/05 3/FT/05 Old Fir Tree Works Old Fir Tree Works DL15 8DJ 413406.05 534429.51 Fir Tree The site is identified as land of landscape value. 1179.1 39046.34 1 yes c3 1242 3/BA/17 3/BA/17 3/BA/17 Ramsay Street/ West Lane 419850 527878 Bishop Auckland 278.964 2869.39 1 yes d4 1243 3/BA/16 3/BA/16 3/BA/16 Ramsay Street/ West Street 419848 527808 Bishop Auckland 249.31 2941.95 1 d4 1244 3/CR/15 3/CR/15 West End Villas West End Villas 415957.26 535496.48 Crook majority of site BE14 protected openspace in built up area 712.332 26257.82 1 yes c4 1245 3/BA/26 3/BA/26 3/BA/26 Etherley Lane 419337 529019 Bishop Auckland The site adjoins on to an area identifed within the Local Plan as an area allocated for housing dvelopment within a main town. A conservation area lie 274.787 2618.25 1 d4 1246 3/BA/13 3/BA/13 3/BA/13 Howard Close and Weardale Drive DL14 0QZ 420117 527955 Bishop Auckland 377.327 3437.81 1 d4 1247 3/WO/14 3/WO/14 Wolsingham Steelworks Durham Road DL13 3HZ 408152.9 537056.03 Wolsingham A small proportional of the site is identififed as an area of new industrial allocation. Possible flood area 1146.05 48750.1 3b yes 24% 70% 82% Significant See 'significant' site constraints c3 1248 3/WI/07 3/WI/07 3/WI/07 djacent Victoria Workingmens Club, Colliery Rd. 420175 535651 Willington opposite site local land policy T4 land safeguarded from development 246.319 2431.33 1 yes c4 1249 3/CR/06 3/CR/06 Land on North East side of Milton Street Milton Street 416183.01 536130.17 Crook no designations 296.152 4459.91 1 c4 1250 7/FH/089B 7/FH/089B Mainsforth Industrial Estate Mainsforth Industrial Estate 430760.4 531658.99 Ferryhill Station Site borders open space to the east. 860.014 29790.25 1 1251 6/MI/001 6/MI/001 00 263.755 2955.04 1 d2 1252 6/MI/002 6/MI/002 00 234.875 3086.47 1 yes d2 1253 6/MT/01 6/MT/01 Land at the Bridge Inn Bridge Street 394654.97 525372.55 Middleton in Teesdale 360.455 6094.31 3b yes 6% 17% 21% Limited d2 1254 6/OV/002 6/OV/002 00 187.345 1116.3 1 yes e2 1255 6/MI/003 6/MI/003 00 235.173 3399.22 1 yes d2 1256 6/MI/04 6/MI/04 Land East of Station Road Land Esat of Station Road 396953.89 523613.76 Mickleton 346.046 6792.79 1 d2 1257 6/MT/03 6/MT/03 Land south of Hill Terrace Land south of Hill Terrace 394852.55 525252.27 Middleton in Teesdale 661.841 16872.33 1 d2 1258 6/MT/002 6/MT/002 00 311.961 3998.93 1 yes d2 1259 6/MT/004 6/MT/004 00 281.703 3273.41 1 yes d2 1260 6/MT/005 6/MT/005 00 97.4099 412.506 1 d2 1261 6/RK/001 6/RK/001 00 120.724 592.177 1 d2 1262 6/RK/002 6/RK/002 00 59.6388 211.256 1 d2 1263 6/SD/01 6/SD/01 Land south of High Street Land south of High Street 413010.27 520557.74 281.437 4826.52 1 d3 1264 6/BD/001 6/BD/001 00 114.777 813.973 1 yes e2 1265 6/CF/003 6/CF/003 00 183.539 1415.11 1 d3 1267 6/BK/001 6/BK/001 00 235.103 3054.4 1 d3 1268 6/WO/001 6/WO/001 00 103.161 664.101 1 d3 1269 6/CF/04 6/CF/04 Land North East of Alpine Terrace Land North East of Alpine Terrace 412291.25 524367.57 Cockfield 277.711 4100.91 1 d3 1270 6/BK/002 6/BK/002 00 295.075 2338.16 1 d3 1271 6/BK/003 6/BK/003 00 88.9045 494.71 1 d3 1272 6/BK/004 6/BK/004 00 121.92 927.245 1 d3 1273 6/CF/005 6/CF/005 00 150.694 761.36 1 d3 1274 6/CP/001 6/CP/001 00 135.962 802.42 1 d3 1275 6/CF/06 6/CF/06 Land north of Club Front Street 412360.86 524328.55 Cockfield 411.711 7368.73 1 d3 1276 6/SD/02 6/SD/02 County Highways Depot Land at Holme Lodge 412372.08 520171.23 Staindrop 383.621 6740.53 1 yes d3 1277 6/SD/03 6/SD/03 Land south of Sudburn Avenue Land south of Sudburn Avenue 412461.01 520185.8 Staindrop 525.228 17017.23 1 yes d3 1278 6/EV/003 6/EV/003 00 190.71 1107.48 1 d3 1279 6/BC/08 6/BC/08 Land at Disused Sewage Works Near High Barford Farm 409199.12 518297.2 2728.54 280796.92 1 yes d3 1280 6/SF/02 6/SF/02 Land West of Morritt Memorial School and West of Startforth Morritt Memorial School 404537.11 515997.59 Startforth 1003.49 24568.26 1 yes e2 1281 6/CF/07 6/CF/07 Land West of Meadow Croft Land West of Meadow Croft 412291.72 524466.58 Cockfield 423.839 9417.79 1 d3 1282 6/IN/001 6/IN/001 00 228.357 3111.36 1 d4 1283 6/MI/005 6/MI/005 00 238.062 2966.2 1 d2 1284 6/MT/006 6/MT/006 00 393.616 1475.52 1 yes d2 1285 6/GB/001 6/GB/001 00 227.156 2998.47 1 yes e2 1286 6/BC/01 6/BC/01 Land at Groves Works Queen Street 405226.64 516533.99 Barnard Castle 448.222 8291.18 1 e2 1287 6/SF/01 6/SF/01 Land south of Ullathorne Rise South of Ullathorne Rise 404707.11 516250.75 Barnard Castle 398.627 7149.6 3b 7% 17% 31% Limited e2 1288 6/BC/003 6/BC/003 00 244.211 2285.44 1 e2 1289 6/BC/007 6/BC/007 00 183.62 1679.66 1 d3 1290 6/BC/02 6/BC/02 Land South of Green Lane Land south of Green Lane 405962.83 516614.29 Barnard Castle 598.198 19488.69 1 e2 1291 6/BC/004 6/BC/004 00 218.204 1986.52 1 e2 1292 6/BC/005 6/BC/005 00 94.7735 333.668 1 e2 1293 6/SG/02 6/SG/02 Council Depot Stainton Industrial Estate 407300.04 517953.35 Stainton Grove 877.353 46331.34 1 yes d3 1294 6/HM/002 6/HM/002 00 130.684 979.104 1 e2 1295 6/BK/005 6/BK/005 00 129.996 959.428 1 d3 1296 6/SF/03 6/SF/03 Land South of HM Young Offender Instituion Bowes Road 404082.28 516158.34 Startforth 862.017 28016.22 1 e2 1297 6/BC/09 6/BC/09 Land at Auction Mart Vere Road 404956.9 516856.24 495.379 13819.05 1 e2 1298 6/BC/10 6/BC/10 Land North of Darlington Road Land North of Darlington Road 406242.02 517233.38 Barnard Castle 1136.93 59750.26 1 d3 1299 6/CS/003 6/CS/003 00 155.389 1340.94 1 d2 1300 6/MT/07 6/MT/07 Land off Leekworth Gardens South of Meadow Close 395356 525225.32 Middleton in Teesdale 273.754 4149.25 1 yes d2 1301 6/MT/008 6/MT/008 00 268.441 3930.35 2 2% Negligible d2 1302 6/SG/01 6/SG/01 Land south west of the Crescent North of Sewage Works 406749.31 517708.23 Stainton Grove 680.024 26003.44 1 d3 1304 3/RD/05 3/RD/05 Land north of Etherley Road North of Etherley Road 418114.36 528840.85 Etherley Grange Site would form ribbon development along Etherley Road. Would not contribute towards a village centre. 1169.09 18136.02 1 yes d4 1305 3/CR/31 3/CR/31 Land on North East side of Milton Street Milton Street 416228.16 536102.1 Crook no designations within site but BE14 protected openspace in built up area on land to east of the site 290.541 4856.41 1 c4 1306 3/CR/08 3/CR/08 Land between Park Avenue and St. Mary's Avenue Park Avenue 416240.84 535789.05 Crook no designations although to west of site is a protected openspace B14 256.739 4108.86 1 yes yes c4 1307 3/CR/13 3/CR/13 Land opposite Glenholme Drive Glenholme Drive 416537.1 535270.47 Crook no designations with site 581.819 10561.84 1 yes c4 1308 3/RD/03 3/RD/03 Homelands Holy Well Lane 417823.3 534896.77 Helmington way, Crook no designations 545.938 16606.77 1 c4 1309 3/RD/19 3/RD/19 Binchester Hall Binchester 420910.27 531299.71 outside settlement 404.982 6533.11 1 c4 1310 3/RD/26 3/RD/26 Eastgate Quarry Eastgate Quarry DL13 2PJ 394389.35 536863.2 Eastgate A part of the site is identifed as land allocated for renewable energy. 6437.21 1260310.69 1 yes c2 1311 3/BA/23 3/BA/23 St Helen Way St Helen Auckland DL14 9AA 419831.1 527176.21 Bishop Auckland The site has housing potential but is identified as existing industrial land. The site also adjoins an area of designated openspace and an area of emp 1012.52 39296.39 1 d4 1312 3/BA/12 3/BA/12 Woodhouse Close Estate Woodhouse Close Estate DL14 6RD 419995.08 528105.31 Bishop Auckland 1638.61 34325.3 1 yes yes d4 1313 3/CO/11 3/CO/11 3/CO/11 land south of Church Street DL14 8NW 423586 529895 Coundon no designations present 228.069 3219.18 1 c4 1314 3/TL/07 3/TL/07 Land at Weardale Crescent Weardale Crescent DL13 4EP_4EW 411576.27 539121.66 Tow Law 530.164 8216 1 c3 1315 3/BA/29 3/BA/29 Bus Depot 53_55 North Bondgate DL14 7PG 420968.99 530142.81 Bishop Auckland Site does have potential for housing.This area is also identified within the town centre shopping policy within the local plan. 272.351 4149.77 1 c4 1316 3/BA/22 3/BA/22 3/BA/22 Tinsdale Cresent DL14 9AB 419724 527333 Bishop Auckland The site has housing potential, however, it is identified as existing industrial land and in particular within the bulking goods retailing sector. 720.757 -15106.16 1 d4 1317 3/CO/07 3/CO/07 Land at the Crescent The Cresent DL14 8PA 424050.62 529758.57 Coundon no designations within boundary 352.057 6024.09 1 c4 1318 3/BA/15 3/BA/15 3/BA/15 Archer Avenue/ Price Avenue DL14 6QY 420160 527773 Bishop Auckland 387.612 2548.61 1 d4 1319 3/SP/09 3/SP/09 Fairfield House High Street 399891.57 539198.03 Stanhope 298.089 4796.25 1 c2 1320 3/DV/15 3/DV/15 3/DV/15 Dene Valley Primary School, Gurney Valley DL14 8RP 423295 528372 Dene Valley 259.098 3901.7 1 d4 1321 3/SH/03 3/SH/03 Auckland Cresent Auckland Cresent DL14 9AD 419398.29 526781 St Helen Auckland The site has housing potential but is allocated industrial land meaning is it reserved and developed for industry. The site adjoins an area identified 421.523 10131.05 2 yes 1% Negligible d4

See Figure. Proportion of site within Zone 3b Functional 1322 3/WA/05 3/WA/05 3/WA/05 Land at Staindrop Road DL14 9JY 417790 525875 West Auckland The site has potential for housing but the northern boundary adjoins an area of archaeological interest. Site may be at risk to flooding due to river 324.313 3432.93 3b yes 26% 31% 100% Consideration Floodplain should be avoided. See development management d4 recommendations for remaining proportion of site. See Figure. Relatively large proportion of site within Zone 3a 1323 3/SH/17 3/SH/17 3/SH/17 Unknown 417929 526497 St Helen Auckland Site may be at risk to flooding due to river along site boundary 250.8 3888.65 3a yes 83% 100% Consideration with average flood depth (1 in 100) greater than 1m. d4 Allocation for housing not recommended. 1324 3/SH/18 3/SH/18 3/SH/18 land to rear of 15 the Nursery 418190 526493 St Helen Auckland archaelogical interest site policy BE17 and also conservationareaBE5,6,8,10 125.562 780.828 3a yes 100% 100% Major See 'major' site constraints d4 1325 3/SH/10 3/DV/11 Fountains Square Melrose Drive DL14 9DZ 418538.33 526923 St Helen Auckland 1064.94 34870.23 1 yes d4 1326 3/DV/10 3/DV/10 3/DV/10 Land adjacent to Addison Street 422789 528195 Dene Valley 198.841 1819.69 1 d4 1327 3/DV/13 3/DV/13 3/DV/13 Land adjacent to Addison Street 422811 528158 Dene Valley 104.449 539.486 1 d4

See Figure. Proportion of site within Zone 3b Functional 1328 3/DV/11 3/DV/11 Land to the south of Gibson Street Gibson Street 423165.19 527878.17 Dene Valley The site has been identified as housing land within the Local Plan. 680.558 15978 3b yes yes 29% 39% 52% Consideration Floodplain should be avoided. See development management d4 recommendations for remaining proportion of site.

1329 3/DV/12 3/DV/12 Land adjacent to allotment site Close House 423228.68 528157.1 Dene Valley The site is an allocated plot for housing especially affordable housing within the Local Plan. The land to the north and west of the site is identifed 338.284 5202.5 1 d4 1330 3/CO/05 3/CO/05 Land South of Hillside Road Hillside Road n_a 424049.78 529392.72 Coundon There are no designations within the site so it has housing potential, although a small area beside the plot is a designated openspace 1287 82629.68 1 yes c4 1331 3/CO/16 3/CO/16 Osbourne Terrace Leeholme Rd 424893.36 529763.74 Leeholme site has no designation or surrounding designated areas 471.005 8698.41 1 c4 1332 3/CO/17 3/CO/17 3/CO/17 otment Gardens, Windsor Terrace, Leeholme Rd. 424889 529974 Leeholme no designations in the site or around the boundary 234.269 3261.2 1 c4 1333 3/TR/03 3/TR/03 3/TR/03 Land east of Barrington Street DL14 7SA 420152 530647 Toronto 224.566 2794.28 1 c4

Durham County Council Level 2 SFRA (March 2010) Page 10 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 1334 3/HU/07 3/HU/07 3/HU/07 Land to the west of Quarry Farm Close 418806 532523 Hunwick The site adjoins a conservation area. 190.01 2092.08 1 c4 1335 3/BR/03 3/BR/03 Land at West View West View 416162.98 537342.83 Billy Row Areas of designated openspace are present ot the south and north of the site. 302.07 4488.4 1 yes yes c4 1336 3/SS/02 3/SS/02 Land rear of Gladstone Terrace Gladstone Terrace 414012.84 538619.07 Sunniside no designations 510.96 7725.31 1 c3 1337 3/SS/05 3/SS/05 3/SS/05 Land adjacent to 123 Front Street 414318 538424 Sunniside no designations 232.342 2617.03 1 c3 1338 3/TL/05 3/TL/05 Naismith Grove Naismith Grove 411852.75 539041.45 Tow Law The site does have some housing potential as only a small proportion of the site near the east boundary is identified as designated open space. 415.454 9862.81 1 c3 1339 3/WO/10 3/WO/10 Wolsingham Industrial Estate Durham Road 408271.77 537310.76 Wolsingham The site has housing potential but is identified as an area of new industrial allocation on the Local Plan. 302.949 5718.72 1 yes c3 1340 3/WO/07 3/WO/07 Brookside Farm Brookside Farm 407878.74 537631 Wolsingham 365.287 6887.16 1 c3 1341 3/WO/03 3/WO/03 3/WO/03 Unknown 407298 537090 Wolsingham The site has housing potenetial but is located within a conservation area. Possible flood area 223.141 2488.8 2 yes 98% Limited c3 1342 3/WO/02 3/WO/02 3/WO/02 Dobinsons Yard, West End DL13 3AP 407228 537299 Wolsingham The site is located in a conservation area. 211.432 1676.23 1 yes c3 1343 3/WO/01 3/WO/01 3/WO/01 Unknown 406991 537344 Wolsingham The site is located within a conservation area. 224.276 1615.23 1 yes c3 1344 3/SP/08 3/SP/08 Land west of 21 Balmana High Street 399644.87 539403.24 Stanhope 283.948 4579.04 1 yes c2 1345 3/EA/02 3/EA/02 3/EA/02 land east of rose villa 0 0 Eastgate 191.793 1414.44 1 yes c2 1346 3/SJ/03 3/SJ/03 Land rear of Hood Street Hood Street DL13 1QN 388339.37 538124.4 St. John's Cahpel 472.159 12523.32 1 yes c1 1348 3/BA/20 3/BA/20 Catkin Ways Greenfields Industrial Estate DL14 9AF 419747.02 527545.71 Bishop Auckland The site does have housing potential but it is identified as an area of exisiting industrial land within the Local Plan. 728.886 31622.69 1 d4 1349 3/CR/07 3/CR/07 3/CR/07 Mowbray House, High Hope St DL15 9JG 416108 535965 Crook site adjacent to BE14 site, a protected openspace in a built up area 285.621 2436.96 1 c4 1350 3/SP/14 3/SP/14 3/SP/14 Land east of 5 Weardale House 400024 539020 Stanhope 457.276 2323.56 1 yes c2 1351 3/CO/08 3/CO/08 3/CO/08 Former coal/transport depot, greenwells garth DL14 8LR 424038 529698 Coundon no desigantions present in site 263.444 2932.81 1 c4 1352 3/CR/26 3/CR/26 East of Thistleflat Road Thistleflat Rd 415447.12 534628.3 Crook no designations 2868.78 249372.77 1 yes c3 1353 3/HU/10 3/HU/10 Land opposite Heseldene Terrace Church lane 419188.07 532752.13 Hunwick The site adjoins a conservation area. 513.796 12999.71 1 yes c4 1354 3/HU/09 3/HU/09 Land adjacent to the B6286 B6286 419029.45 533117.8 Hunwick An area of designated openspace lies to the north west. 648.045 16554.32 1 c4 1355 3/HU/08 3/HU/08 Land to the west of Rough Lea Farm Rough Lea Farm 419073.71 533384.39 Hunwick 526.732 11311.23 1 c4 1356 3/NB/04 3/NB/04 3/NB/04 land south of North Bitchburn Terrace 417434 532701 North Bitchburn no designations 115.457 597.853 1 c4 1357 3/BA/32 3/BA/32 Land east of Etherley Lane Etherley Lane 420273.19 529468.82 Bishop Auckland The site adjoins an area of conservation. 643.401 7192.57 1 c4 1359 3/BA/33 3/BA/33 Romanway Industrial Estate West Auckland Road 420489.24 527147.34 West Auckland Further information is sought from the Environment Agency and the Health and Safety Executive regarding the designations. Potential contamination iss 1164.75 71821.23 3a 0% 2% Negligible d4 1360 3/BA/34 3/BA/34 Bishop Auckland College Bishop Auckland College 419759.65 528379.08 Bishop Auckland The area of open space is currently playing fields associated with the College. These should be retained. 1244.67 93879.1 1 yes 1361 3/TR/05 3/TR/05 Land north of Jubilee Street North of Jubilee Street 420343.92 530520.22 Toronto Site levels will constrain the developable area. Site borders allotments at Garner Terrace but does not encroach. 1150.13 64374.86 1 c4 1366 3/SP/16 3/SP/16 Newfield Quarry Near Newfield Farm 400312.28 538996.51 Stanhope Further investigations required to establish development potential although the site is somewhat detached from the settlement. 1309.42 72607.77 1 yes c2 1368 3/ES/04 3/ES/04 Land North West of Saxon Green Land North West of Saxon Green 418787.85 530160.63 Escomb Site is former allotment land and unattended. 282.288 4555.91 1 c4

See Figure. Relatively large proportion of site within Zone 3a 1372 3/ES/05 3/ES/05 Land at Glenlea North of Saxon Green 418850.17 530211.76 Escomb Further information required from the Environment Agency with regard to the flood risk. 271.519 4848.23 3a 53% 70% Consideration with average flood depth (1 in 100) approximately 0.7m. c4 Allocation for housing not recommended.

1373 3/HU/11 3/HU/11 Land north of Paul's Way Land north of Paul's Way 418644 532373.52 Hunwick Site is a large scale greenfield extension on the outskirts of the village. 839.138 35778.59 1 yes c4 1375 3/WI/20 3/WI/20 Land at 1 Brancepeth 1 Brancepeth Terrace DL15 0ES 420221.33 535820.51 Willington The site intersects an area of woodland to the south of the site. 424.077 5486.02 1 c4 1388 3/HW/11 3/HW/11 00 73.1088 330.315 1 c4 1391 7/WC/309 7/WC/309 00 126.298 999.581 1 c5 1392 7/KM/310 7/KM/310 Land South of Village Land South of Village 426224.83 530916.57 Kirk Merrington 583.959 18832.24 1 c4 1393 7/SH/311 7/SH/311 00 307.458 2834.57 1 d4 1394 7/SH/312 7/SH/312 Land south of West Road Land south of West Road 422283.14 526375.59 Shildon 333.944 6684.93 1 yes d4 1395 7/SH/313 7/SH/313 Land off Burke Street Burke Street 422639.79 526345.46 Shildon 443.345 5760.6 1 yes d4 1398 7/SH/314 7/SH/314 00 177.539 1799.84 1 d4 1399 7/SH/315 7/SH/315 00 190.817 2245.04 1 d4 1401 7/FH/316 7/FH/316 Denhamfields Commercial Street 430518.48 531057.93 Ferryhill Station 340.09 6894.4 1 yes c5 1406 5/TH/13 5/TH/13 Land to the East of Thornley 436662.28 540176.69 2242.24 218562.79 1 yes yes c5 1413 5/MU/17 5/MU/17 Land east of Seaview Walk Land east of Seaview Walk 440409.07 547625.16 Murton 919.595 49236.36 1 b5 1414 5/SE/15 5/SE/15 Land south of Escallond Drive Westlea 440586.78 548289.58 Seaham 1416.93 97141 1 b5 1416 2/PE/06 2/PE/06 Land to rear of Elm Ave 424251.2 553058.09 Pelton 1178.87 74199.99 1 yes a2 1417 2/FE/06 2/FE/06 Land at Kestrel View Kestrel View DH4 6AE 431716.23 550397.05 Fencehouses 541.27 10905.68 1 b4 1419 3/BA/38 3/BA/38 Land North of Woodhouse Farm Greenfield Road 418997.71 528344.43 Bishop Auckland There are trees and hedgerows bordering the site. 1528.55 153640.17 1 yes d4 1421 3/BA/39 3/BA/39 Land to the North and West of Greenfield Industria Greenfield Road 419368.7 527593.46 Bishop Auckland Sites encroaches into allotments. 2886.69 259992.48 1 yes d4 1430 4/BH/01 4/BH/01 Land South of Station House Land South of Station House 422092.79 538167.16 Brancepeth 589.424 18823.15 1 yes c4 1432 7/SP/312 7/SP/312 Former Greyhound Stadium Former Greyhound Stadium 426336.16 533591.19 Spennymoor 684.13 23407.24 1 yes c4 1433 7/NA/313 7/NA/313 Former Aycliffe School Former Aycliffe School 429185.37 525344.4 Newton Aycliffe 2659.65 368820.14 1 yes d4 1435 7/SP/319 7/SP/319 Land West of Tudhoe Colliery Primary West of Attwodd Terrace 426450.94 535920.32 Spennymoor 876.198 50586.18 1 yes 1436 7/EL/316 7/EL/316 Land south of Eldon Bank Farm Land south of Eldon Bank Farm 423169.49 527367.89 Eldon Site is unattached from a defined settlement and lies between Shildon and Eldon. 588.869 17767.6 1 1438 7/SH/317 7/SH/317 Land East of Primrose Drive Land East fo Primerose Drive 423111 525293.3 Shildon 850.763 37750.1 1 d4 1440 7/AV/318 7/AV/318 Land north of Mill House Monks End DL5 6LR 428672.31 522857.39 Aycliffe Village The River Skerne lies to the east of the site and therefore identified as an area at risk of flooding. Further investigations needed to establish the 708.467 10355.59 3b yes 63% 71% 91% Significant See 'significant' site constraints d4 1441 3/WO/004 3/WO/004 00 189.396 2236.25 1 d3 1448 7/NA/005 7/NA/005 Eldon Whinns Eldon Whinns 426422.19 526260.88 Newton Aycliffe 1564.57 114656.6 1 yes yes d4 1454 7/SP/321 7/SP/321 Land at Hill View Tudhoe Village 425733.73 535909.84 Spennymoor 521.829 10419.27 1 c4 1456 7/SH/320 7/SH/320 Units 10 and 11 Hackworth Industrial Estate 422228.59 525466.55 Shildon 562.28 19415 1 yes d4 1458 3/WP/09 3/WP/09 Land rear of Albion House Park Road 417233.65 529964.58 Witton Park The site is identified as an area of openspace. 479.595 11161.41 1 yes c4 1465 3/BA/35 3/BA/35 00 228.821 2679.24 1 d4 1466 3/BA/36 3/BA/36 00 210.906 2681.28 1 yes d4 1467 3/CR/37 3/CR/37 Land at the Former Crook Works South of Brown Court 415989.65 534926.2 Crook Further information required from the Environment Agency regarding flood risk. 604.009 12723.77 3b yes 9% 8% 8% Negligible c4 1468 7/EL/322 7/EL/322 Land south of properties at Eldon Bank 423284.6 527367.16 681.092 23076.45 1 1469 7/EL/323 7/EL/323 Land south of Main Road Land south of Main Road DL14 8EA 423763.04 527661.72 Eldon Site is detached from settlement of Eldon and falls within area subject to open cast mining. 573.238 20714.72 1 yes yes d4 1470 7/TG/116 7/TG/116 Eastern edge of Trimdon Grange Eastern edge of Trimdon Grange 437358.22 535514.4 Trimdon Grange Site would extend the settlement in an uncontained way. Site is identified as allotments by the Council's Open Space, Sport and Recreation Study alth 321.552 6126.36 1 c5 1471 3/WO/15 3/WO/15 00 251.615 3736.37 1 c3 1472 3/SP/17 3/SP/17 00 132.601 1005.89 3a 100% 100% Significant See 'significant' site constraints c2 1476 3/BA/37 3/BA/37 00 128.636 828.913 1 c4 1482 2/PE/07 2/PE/07 00 189.614 2010.16 1 a2 1483 2/BE/05 2/BE/05 Land SW of Urpeth Hill Top Urpeth Hill Top 422997.37 553318.97 Beamish 336.43 4780.96 1 yes a2 1484 2/CH/25 2/CH/25 Chester le Street Bus Depot Picktree Lane 427733.98 551826.61 Chester le Street 420.363 8016.89 1 yes b4 1486 2/FE/07 2/FE/07 Morton and Railway Woods 431732.07 549848.27 Fencehouses 1770.05 100067.98 1 yes b4 1487 2/PL/02 2/PL/02 00 262.587 3261.23 1 b4 1488 2/PL/03 2/PL/03 Harbour House Farms Wheatleywell Lane 426584.67 548018.04 Plawsworth 356.444 5716.53 1 b4 1489 2/GL/06 2/GL/06 Land North of High Farm 428952.85 549341.4 Great Lumley 934.798 51697.1 1 b4 1490 2/GL/07 2/GL/07 Land East of Lumley Riding 429090.15 549907.14 Great Lumley 350.553 5212.59 1 b4 1491 2/GL/08 2/GL/08 Lumley New Winning 429249.07 550259.78 Great Lumley 953.705 43392.99 1 b4 1492 2/GL/09 2/GL/09 Land north of Great Lumley 429586.7 549843.51 Great Lumley 775.298 29110.13 1 b4 1493 2/GL/10 2/GL/10 Land at Scorer's Lane Scorer's Lane 429774.49 549634.42 Great Lumley 852.721 41130.13 1 yes b4 1494 2/FE/12 2/FE/12 430754.44 550181.48 335.161 4803.26 1 b4 1496 2/FE/09 2/FE/09 Land South of Woodstone House 431164.98 550579.85 482.773 13848.43 1 yes yes b4 1497 2/FE/11 2/FE/11 431224.75 550706.64 582.69 15332.87 2 yes yes 12% Limited b4 1499 2/BO/03 2/BO/03 Land to the West of Castlefields 430310.16 551330.88 Bournmoor 1294.36 84581.92 1 yes b4 1500 2/GL/05 2/GL/05 Land adjacent to Pear Tree Terrace 429734.31 550491.18 Lumley 446.757 13530.65 1 yes b4

See Figure. Proportion of site within Zone 3b Functional 1501 2/FE/13 2/FE/13 Land adjacent to Henry Terrace 431661.28 550608.16 Fencehouses 756.624 29955.76 3b 30% 39% 53% Consideration Floodplain should be avoided. See development management b4 recommendations for remaining proportion of site.

1502 2/PL/04 2/PL/04 00 184.725 1880.66 1 b4 1503 2/CH/26 2/CH/26 00 155.026 1255.67 1 yes b4 1504 2/PE/08 2/PE/08 Lambton Land North of Pelton 424944.72 553521.72 Pelton 638.565 22288.66 1 a2 1505 2/GL/11 2/GL/11 00 145.55 1157.88 1 b4 1506 2/BO/04 2/BO/04 00 203.421 1141.9 1 b4 1507 2/KI/08 2/KI/08 Kimblesworth depot 426067.47 546950.56 Kimblesworth Is identified in the ELR as a site that should be retained and modified for employment purposes. 488.931 8880.64 1 yes b4 1508 2/CH/27 2/CH/27 Land off Blind Lane Blind Lane 427793.58 552728.87 Chester le Street 1859.5 88348.04 1 yes yes a2 1509 2/RI/01 2/RI/01 Land at Picktree Lane Picktree Lane 428054.27 553413.87 Rickleton 1549.86 93444.51 1 yes a2 1510 2/RI/02 2/RI/02 Cherry Banks Picktree Lane 428000.5 552868.22 Rickleton 1401.63 78980.02 1 yes a2 1511 2/RI/03 2/RI/03 Lambton Bridge Newbridge Bank 428324.29 552207.52 Rickleton 1063.18 51134.35 3b yes yes 1% 2% 100% Limited b4 1512 2/CH/28 2/CH/28 Land at Park View Park View 426783.81 552136.19 Chester le Street 805.905 5068.27 1 b4 1513 2/RI/04 2/RI/04 Land adjacent to The General's Wood 430318.81 553430.94 Rickleton 1928.5 114243.42 1 yes a2 1514 2/BO/05 2/BO/05 County Showground 430668.05 551585.71 Bournmoor 1916.58 135983.6 1 yes b4 1515 2/BO/06 2/BO/06 Bournmoor Cricket Club 431051.45 551481.27 Bournmoor Currently used as cricket pitch. No alternative cricket pitch suggested or evidence to suggest that current facility is no longer used. 776.876 30596.47 1 b4 1516 2/BO/07 2/BO/07 Bournmoor Garden Centre 431136.84 551755.56 Bournmoor 713.951 26369.84 1 yes b4 1517 2/BO/08 2/BO/08 00 268.352 3043.86 1 b4 1518 2/BO/09 2/BO/09 00 240.417 2246.17 1 b4 1519 2/GL/12 2/GL/12 Land South of Great Lumley 429299.85 548670.65 Great Lumley 1968.87 217465.89 1 yes b4 1520 2/CH/29 2/CH/29 00 170.367 1410.81 1 a2 1521 2/PE/09 2/PE/09 North of Elm Avenue Elm Avenue 424425.29 553194.1 Pelton 690.247 23596.26 1 yes a2 1522 2/SA/17 2/SA/17 West House Farm West House Farm 424261.39 548141.49 Nettlesworth 3391.2 317466.37 3a yes 1% 2% Negligible b4 1523 2/SA/18 2/SA/18 Land at Browbank Findon Hill 424569.61 546555.32 Sacriston 351.745 7458.16 1 b4 1524 2/BO/10 2/BO/10 Land east of Bounmoor 431388.08 551445.1 Bournmoor 2207.11 209082.37 1 yes b4 1525 2/CH/30 2/CH/30 High Flats Farm - Site A High Flats Farm DH2 1BL 426296.55 552773.64 Pelton Detached from settlement. 2728.95 299321.04 1 yes a2 1526 2/CH/32 2/CH/32 High Flatts Farm - Site C High Flatts Farm DH2 1BL 427055.42 552921.48 Pelton Detached from settlement. 780.913 20150.09 1 a2 1527 2/CH/33 2/CH/33 High Flatts Farm - Site D High Flatts Farm DH2 1BL 427100.09 552817.47 Pelton Detached from settlement. 559.722 15419.19 1 a2 1528 2/CH/31 2/CH/31 High Flatts Farm - Site B High Flatts Farm DH2 1BL 426009.96 552491.01 Pelton Detached from settlement. 2678.09 241182.34 1 yes a2 1529 3/DV/16 3/DV/16 Land East of William Street William Street 422791.22 529095.32 Dene Valley Site not in keeping with existing. Site would be a settlement in its own right. 2958.97 496501.71 1 yes yes c4 See Figure. Flood depth (1% (1 in 100) event) approximately 1530 3/SP/18 3/SP/18 Shittlehope Burn Farm Shittlehope Burn Farm 400202.5 538498.24 Stanhope Further information required from the Environment Agency on flood risk. Part of the site is allocated for employment uses. 821.11 36423.64 3b yes yes 19% 55% 66% Consideration 0.5m in affected proportion of site. See develoment c2 management recommendations. 1531 3/TL/10 3/TL/10 Inkerman Depot Inkerman Road 411522.44 539792.06 Tow Law Site is currently occupied by a depot and therefore contamination constraints will need to be explored. 1110.6 39130.42 1 c3 1532 3/BA/40 3/BA/40 Land Opposite St Andrew's Terrace St Andrew's Terrace 421387.31 529030.11 Bishop Auckland Further information is required from the Environment Agency with regard to potential flood risk. 470.325 9822.12 2 0% Negligible d4 1533 3/BA/41 3/BA/41 Brack's Farm Auckland Road 421946.65 529085.75 Bishop Auckland Site boundary encroaches into an area of Ancient Woodland to the north therefore site boundary in the north requires amending. 1344.65 100602.16 1 yes c4 1534 3/BA/42 3/BA/42 Land South of Durham Road Land South of Durham Road 421839.75 529579.87 Bishop Auckland Site encroaches into ancient woodland at Bracks' Wood to the south, site boundary needs amending. Contact Environment Agency regarding potential flood 2049.03 134918.34 3a yes 0% 0% Negligible c4 1535 3/WS/16 3/WS/16 Land North West of St Anne's Drive Land North West of St Anne's Drive 407392.42 537529.59 Wolsingham Site borders a cemetery along the southern boundary. Site borders conservation area. 603.735 15319.95 1 c3 1536 3/CO/23 3/CO/23 Land East of St James' Chuch Benbow Walk 423667.66 529734.02 Coundon Area is identified as open space as part of the cemetery. 364.061 8123.08 1 c4

Durham County Council Level 2 SFRA (March 2010) Page 11 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 1537 3/CO/24 3/CO/24 Land adjacent A689 Collingwood Street 424719.24 529328.67 Coundon There are no designations on this site. 1276.83 93392.51 1 yes c4 1538 3/WA/07 3/WA/07 Football Ground South of Victoria House 418204.69 526042.47 West Auckland Site is designated open space. The football ground is to be relocated as part of planning approval for a Sainsbury store on land at St Helen Auckland 486.406 9976.62 2 yes 97% Limited d4 1539 7/FH/322 7/FH/322 Land North of Cleaves Avenue C37 429943.5 532816.82 Ferryhill 1779.52 101762.47 1 c4 1540 7/BG/323 7/BG/323 Land adjacent to Warwick Gardens Land adjacent Warwick Gardens 422243.06 534053.76 Byers Green 345.064 5073.22 1 c4 1541 7/NA/324 7/NA/324 Police Station Central Avenue 427877.28 525016.84 Newton Aycliffe 293.861 4589.13 1 yes d4 1543 7/SF/326 7/SF/326 Land East of the Leas The Leas 435767.54 528196.81 Sedgefield 719.079 14948.38 1 yes d5 See Figure. Flood depth (1% (1 in 100) event) approximately 1544 7/SP/327 7/SP/327 Land North of Scargill Drive North of Scargill Drive 425906.52 535083.57 Spennymoor 802.097 38830.32 3a yes 39% 55% Consideration 0.5m in affected proportion of site. See develoment c4 management recommendations. 1545 1/ST/38 1/ST/38 South Moor Golf Course Middles Road 419925.56 550963.26 Stanley 3812.41 495774.75 1 yes b4 1546 6/CS/04 6/CS/04 Marwood Terrace Marwood Terrace 401283.59 519277.89 Cotherstone 339.528 4995.9 1 d2 1547 6/EV/05 6/EV/05 Kayshall Farm Kayshall Farm 415485.96 524767.82 Evenwood 407.586 9503.94 1 d3 1548 6/BD/02 6/BD/02 Land North of 403410.16 514430.13 Boldron 304.934 5445.13 1 e2 1549 6/BW/04 6/BW/04 Land at Bowes 399379.2 513635.72 Bowes 593.539 15731 1 yes e1 1550 6/HA/03 6/HA/03 Land at Hamsterley 412250.05 530893.37 Hamsterley 644.259 6907.55 1 c3 1551 6/MT/09 00 259.342 3767.23 1 d2 1552 6/BC/11 6/BC/11 Land Adjoining Green Lane Green Lane 406139.08 516769.54 Barnard Castle 635.053 12090.37 1 e2 1553 6/TH/04 6/TH/04 Land at Greencroft Farm Greencroft Farm DL14 0EY 416386.55 528325.51 Low Ethereley 331.001 5767.91 1 d4 1554 6/ES/03 6/ES/03 Land south of Green Bank South of Green Bank 400081.16 523756.04 Eggleston 415.875 5994.9 1 d2 1556 6/HM/03 6/HM/03 Land at Lanehead Farm Lanehead Farm 412464.42 511613.74 Hutton Magna 710.292 25213.19 1 yes 1557 6/BD/003 00 310.864 3858.63 1 e2 1558 1/CO/58 1/CO/58 Land to the South of Delves Lane Delves Lane 412733.48 549035.02 Consett 2238.01 317341.62 1 yes b3 1559 1/ST/39 1/ST/39 Stanley Bus Depot 420114.4 552984.29 Stanley 498.573 9527.11 1 a2 1560 1/RD/18 1/RD/18 Ushaw College Hilltop Street Hilltop Street DH7 9RH 421313.61 544402.13 Ushaw Moor 1605.53 50079.25 1 yes b4 1561 1/RD/20 1/RD/20 Ushaw College, College Road College Road DH7 7RG 421501.33 543831.89 Ushaw Moor 763.645 28584.25 1 b4 1562 1/RD/19 1/RD/19 Hilltop Green Ushaw College Hilltop Green DH7 9RL 421542.06 544375.13 907.216 7487.15 1 yes b4 1563 1/CO/59 1/CO/59 Blue Heaps Durham Road and The Promenade 410634.07 551672.48 Consett 734.469 15035.03 1 1564 1/DI/07 1/DI/07 Site at North Road, Harelaw Schmitz Cargobull (UK) Ltd 416259.64 553502.98 Stanley 1474.16 107132.11 1 yes 1565 1/CO/60 1/CO/60 Land East of Medomsley Road Medomsley Road 411778.58 552297.21 Consett 2347.79 171185.65 1 yes 1566 1/CO/61 1/CO/61 Land adjacent to Barley Mill Road Bridgehill 408950.42 551517.45 Consett 1091.03 47671.12 1 yes b3 1567 1/CO/62 1/CO/62 Land to the South of Ives Road Leadgate DH8 7SN 413121.93 551570.92 Consett 1044.38 38526.45 1 b3 1568 1/CO/63 1/CO/63 Land to the South of B6310 Medomsley DH8 6PJ 411760.84 554184.67 Consett 375.632 7401.59 1 a1 1569 1/LA/16 1/LA/16 Land East of A691 Lanchester 416685.38 547896.69 Lanchester 937.266 52584.1 2 yes yes 4% Negligible b3 1570 1/BR/09 1/BR/09 Whitehouse Farm Langley Lane 418576.39 547721.66 Burnhope 791.258 29307.46 1 b3 1571 1/ST/40 00 236.727 2307.05 1 a2 1573 5/BL/09 5/BL/09 Land to Rear of Yoden Hall Yoden Hall TS27 4LH 445279.86 539207.45 Blackhall 748.614 23089.84 1 c6 1574 5/EA/09 5/EA/09 Land to W and S of Boston Street Boston Street 443647.75 543444.87 Easington Colliery 1864.87 117017.3 3a 3% 3% Negligible b5 1575 5/EA/10 5/EA/10 Land North of Lauren Court Lauren Court 441977.5 543716.09 Easington Colliery 613.755 16206.68 1 b5 1576 5/BL/10 5/BL/10 Land at North Blackhall Farm North Blackhall Farm 446598.09 538934.44 Blackhall Rocks 1548.58 47364.55 1 c6 1577 5/PE/24 5/PE/24 Land between Easington and Peterlee Site A 441803.91 542870.74 Peterlee 643.43 13085.02 1 b5 1578 5/PE/25 5/PE/25 Land between Easington and Peterlee - Site B 441846.92 542785.2 Peterlee 594.274 11018.11 1 b5 1579 5/PE/26 5/PE/26 Land between Easington and Peterlee - Site C 441678.11 542715.93 Peterlee 582.402 16229.55 1 b5 1580 5/PE/27 5/PE/27 Land between Easington and Peterlee - Site D 441853.55 542360.42 Peterlee Need to amend site boundary 3019.44 400956.23 1 b5 1581 5/PE/28 5/PE/28 Land between Easington and Peterlee - Site E 442688.93 542933.23 Peterlee 4607.77 662773.92 3a 0% 0% Negligible b5 1582 5/EA/13 5/EA/13 Allotment Gardens north of Holmhill Lane Holmhill lane 442937.18 544299.09 Easington Colliery Allotment gardens still in active use therefore not available. 1248.39 56161.39 1 b5 1583 5/EA/11 5/EA/11 Land at Holm Farm Holm Farm 442594.64 544145.16 Easington Colliery 790.824 32708.33 1 b5 1584 5/EA/12 5/EA/12 Land north of Easington SR8 3BU 441240.14 543677.47 Easington 791.076 32200.07 1 yes b5 1585 5/EA/14 5/EA/14 Land adjacent to Stockton Road Stockton Road 441288.07 543048.87 Easington 638.975 24184.14 1 b5 1586 5/SH/09 5/SH/09 Land Adjacent to Salters Lane Salters Lane 438894.65 540899.71 Shotton Colliery 1398.48 80137.52 1 yes b5 1587 5/SH/10 5/SH/10 Land Behind Burns Terrace 439711.33 540277.47 Shotton Colliery 1357.99 106102.75 1 yes c5 1588 5/SH/11 5/SH/11 Land at Dalton le Dale SR7 7UT 441385.98 547679.96 Easington 5536.29 1058751.08 1 yes b5 1589 5/HE/02 5/HE/02 Land west of Hesleden Road 444029.63 538467.95 Hesleden 1293.61 86512.7 1 yes c6 1590 5/HE/03 5/HE/03 Land at The Cottage TS25 4SL 442861.61 538401.04 Castle Eden 524.683 14562.58 1 c5 1591 5/HE/04 5/HE/04 Land at High Farm High Farm 445408.67 538218.45 High Hesleden 295.821 5571.79 1 1592 5/SE/17 5/SE/17 Seaton Nurseries SR7 0LT 439413.89 549950.14 Seaton 583.574 17150.1 1 b5 1593 5/WH/11 5/WH/11 Land West of Bevan Crescent Bevan Crescent 436982.72 538322.09 Wheatley Hill 1084.33 72884.77 1 yes c5 1594 5/WH/10 5/WH/10 Land south of Wingate Lane Wingate Lane 437427.87 538229.91 Wheatley Hill 879.193 34101.32 1 yes c5 1597 4/BO/07 4/BO/07 South of Crow Trees Lane 430934.87 537592.21 544.466 13964.52 1 c5 1598 4/DU/66 4/DU/66 Land at Margery Lane 426925.07 542142.12 703.062 23710.67 1 yes b4 1599 4/BO/08 4/BO/08 Land to the east of Tail-upon-End Lane 430580.42 538979.33 613.041 21149.74 1 c5 1600 4/DU/67 4/DU/67 Land West of the A167 West of A67 425934.15 543761.21 Durham 275.053 4544.47 1 b4 1601 4/LM/10 4/LM/10 Langley Wood House North of Langley Old House 424870.1 541009.91 Langley Moor 544.229 15498.71 1 yes b4 1602 4/HP/04 4/HP/04 Pittington Bank Gless Flats 432791.12 544310.27 High Pittington 671.29 7320.54 1 b4 1603 4/DU/68 4/DU/68 St Leonard's School St Leonard's School 426664.09 543137.07 Durham 965.205 39322.74 1 b4 1604 4/DU/69 4/DU/69 University Hospital, North Durham B6532 426387.33 543816.94 Durham 613.023 17155.9 1 b4 1605 4/BO/09 4/BO/09 Land at Whitwell Acres - Parcel 2 Whitwell Acres 429968.68 540309.24 High 943.643 38307.27 1 c4 1606 4/BO/10 4/BO/10 Land at Whitwell Acres, Parcel 2b Whitwell Acres 429695.52 540370.99 High Shincliffe 757.265 36307.94 1 c4 1607 4/BR/06 4/BR/06 Land at West Farm West Farm 423163.86 540148.88 Brandon 315.926 4260.11 1 c4 1608 4/LN/02 4/LN/02 Land at Brasside Stores Finchale Wood 428920.77 546648.37 2266.01 296045.98 1 yes b4 1609 4/BE/05 4/BE/05 Land at Cook Avenue Cook Avenue 423348.88 543397.74 Bearpark 759.052 15709.46 1 b4 1610 4/EW/11 4/EW/11 South of the Oaks Hamilton Close 418512.7 541363.62 Esh Winning 415.649 5643.05 1 b3 1611 4/SH/07 4/SH/07 North of Front Street Front Street 433446.59 542207.36 Sherburn Hill 874.116 24966.42 1 b5 1612 4/SH/08 4/SH/08 North Local Avenue Sherburnhouse Bank 433246.43 542293.13 Sherburnhouse 455.245 8898.1 1 b5 1613 4/BO/11 4/BO/11 Land at Whitwell Acres Whitwell Acres 430096.76 539886.6 High Shilcliffe 1257.58 39492.23 1 yes c5 1614 4/LB/03 4/LB/03 Land at Stonebridge Site A Stonebridge 425582.23 541432.36 Lowes Bann 1240.09 86001.48 3a yes 0% 0% Negligible b4 1615 4/LB/04 4/LB/04 Land at Stonebridge Site B Stonebridge 425720.36 541721.93 Lowes Barn 1710.7 134255.54 3a yes 19% 20% Negligible b4 1616 4/WR/06 4/WR/06 West Rainton Stables Farm Stables Farm 431842.66 547372.16 West Rainton 1649.07 140911.4 1 yes b4 1617 4/WR/07 4/WR/07 Rainton Lodge North Street 432162.02 547206.58 West Rainton 1371.54 82101.78 1 yes yes b4 1618 4/DU/70 4/DU/70 Hollow Drift Site Green lane 428303.68 542118.42 Durham 424.149 9678.29 2 yes 79% Limited b4 1619 4/HP/05 4/HP/05 South of Hallgarth Lane Hallgarth Lane 432976.01 543770.57 High Pittington 927.707 38786.51 1 yes yes b4 1620 4/SC/01 00 101.768 558.909 1 100% 100% 100% Significant See 'significant' site constraints c4 1621 4/LU/03 4/LU/03 Land South of Moor Crescent Springfield Meadow 436006.58 541119.37 Ludworth 567.969 11343.41 1 yes b5 1622 4/LA/01 4/LA/01 Land East of Langley Park Willnook Lane 421909.64 544915.37 Langley Park 2162.19 120344.22 1 yes yes b4 1623 4/CO/13 4/CO/13 Land south of Avenue Farm Station Road 432608.17 535335.62 Coxhoe 2051.71 120523.96 1 yes c5 1624 4/SH/09 4/SH/09 Land north of Front Street South of Kell Crescent 433515.12 542315.49 Sherburn Hill 1086.7 35607.89 1 b5 1625 4/DU/71 4/DU/71 Sherburn Grange Belmont 430813.92 542660.04 Durham 3435.75 502775.92 3a yes 3% 3% Negligible b4 1626 4/DU/72 4/DU/72 Land at Crossgate Moor Gardens West of A167 425972.89 543112.11 Durham 537.95 13809.15 1 b4 1627 4/LB/05 4/LB/05 Land at Elvet Moor Farm Merryoaks 426135.87 540762.07 Lowe's Barn 1861.35 132031.21 1 yes b4 1628 4/DU/73 4/DU/73 Sniperely Park A691 425851.69 544123.5 Durham 548.775 16636.37 1 b4 1629 4/CR/02 4/CR/02 land North East of Croxdale A167 426857.67 536695.88 Croxdale 805.56 31400.22 1 c4 1630 4/BO/12 4/BO/12 Land east of A177 East of A177 429612.57 539960.11 High Shincliffe 879.635 33290.17 1 c4 1631 4/DU/74 4/DU/74 Land East of Faraday Court Potters Bank 426834.68 541602.45 Durham 1863.31 142256.82 1 yes b4 1632 4/DU/75 4/DU/75 Land West of Church Street Head Palmers Close 427442.47 541682.77 Durham 639.017 16077.76 1 yes b4

See Figure. Proportion of site within Zone 3b Functional 1633 4/DU/76 4/DU/76 Bede College Leazes Lane 428000 542547.11 Durham 885.298 38505.99 3b yes yes 15% 20% 27% Consideration Floodplain should be avoided. See development management b4 recommendations for remaining proportion of site.

1634 4/UM/15 4/UM/15 South of Cockhouse Lane Deerness View 421634.89 542880.74 Usher Moor 856.871 34017.84 1 yes b4 1635 4/DU/77 00 53.0898 153.182 1 yes yes b4 1636 4/BP/03 4/BP/03 Land south of Broom Lane Broom Lane 424664.78 541556.31 Broom Park 1517.94 45221.03 1 yes b4 1638 4/BO/14 00 324.953 3829.1 1 yes yes c4 1639 4/DU/78 4/DU/78 Palatine House Church Street 427519.26 541802.66 Durham 431.795 7511.28 1 b4 1640 4/DU/79 4/DU/79 Mount Oswald Golf Course South Road 426615.5 540691.92 Durham 2727.51 382236.29 1 yes b4 1642 4/WR/02 4/WR/02 Land at Station Road, West Rainton, WR001 Land at Station Road 431563.02 546132.22 West Rainton Greenfield Outside Settlement Boundary - Non Consolidation Site 2406.69 321733.39 1 yes b4 1643 7/KM/036 7/KM/036 South of Merrington Road South of Merrington Road DL16 7HS 426511.64 531539.3 Kirk Merrington Site is poorly related to the settlement and would extend the settlement in an uncontained manner. Topography - site slopes from northwest to southea 425.041 10760.67 1 c4 1643 3/MP/03 00 375.782 8848.5 1 c4 1644 7/KM/037 7/KM/037 South of Merrington Road South of Merrington Road DL16 7HS 426756.55 531502.55 Kirk Merrington Site is poorly related to the settlement and would extend the settlement in an uncontained manner. Topography - site slopes from northwest to southea 1461.51 134056.73 1 yes c4 1644 2/CH/34 00 155.029 1257.94 1 yes b4 1645 1/AP/23 1/AP/23 415715.94 551475.35 676.645 24864.72 1 b3 1646 1/CO/64 1/CO/64 408354.97 548740.75 1051.32 34511.15 1 yes b3 1647 5/WI/12 5/WI/12 Land South of Wellfield Road 440155.44 538150.06 Wingate 669.387 23933.14 1 c5 1648 5/WI/13 5/WI/13 Former Allotment Wingate Grange Farm Wingate Grange Farm TS28 5LX 439478.61 537345.62 Wingate 649.235 19008.5 1 yes c5 1649 5/WI/11 5/WI/11 Land at Wingate Wellfield Road 440672.53 537782.4 Wingate 2418.6 284226.31 1 yes c5 1650 5/SE/16 5/SE/16 Land at Scawpie Dene Scawpie Dene 440324.01 549502.26 Seaham 1347.15 93016.89 1 b5 1651 5/HE/05 5/HE/05 Eden Transport Ltd 445638.06 537983.28 High Hesleden 1399.48 75527.56 1 c6 1652 5/TH/12 5/TH/12 Land off Dunelm Road DH6 3HU 435395.41 539180.22 Thornley 421.975 10821.63 1 c5 1653 5/PE/01B 5/PE/01B P1: North Blunts North Blunts 442605.66 540554.79 Peterlee 457.508 11949.63 1 c5 1654 3/WA/04B 3/WA/04B South and West of West Auckland Football Ground Darlington Road 418321.72 525984.51 West Auckland The south area of the site is located outside the settlement boundary. The east section of the site which is inside the settlement limit is an allocat 732.356 24232.27 2 yes 73% Limited d4 1655 3/BA/31B 3/BA/31B Land south of Auckland Walk Canney Hill 422635.94 529784.3 Bishop Auckland The site is located just outside an area of conservation and a public footpath adjoins the site boundary to the west. 1263.17 51838.75 1 c4 1656 3/BA/31A 3/BA/31A East of Brack's Way Brack's Way 422455.88 529392.61 Bishop Auckland The site is located just outside an area of conservation and a public footpath adjoins the site boundary to the west. 818.459 23132.06 1 yes c4 1658 7/SH/325 7/SH/325 Allotments North of Geladine Way Geladine Way 422856.7 525470.35 Shildon 312.909 3634.5 1 yes d4 1661 4/CO/07 4/CO/07 Land at Fairview and Coxhoe Pottery (CO014) Fairview and Coxhoe Pottery 432497.34 535175.46 Coxhoe Mostly Greenfield Outside Settlement Boundary - Consolidation Site 398.495 7895.33 1 c5 1664 4/PA/02 4/PA/02 Land East of Parkhill, PA002 Parkhill 431609.78 536727.47 Parkhill Greenfield Outside Settlement Boundary - Non Consolidation Site - Major Constraints - Entire SNCI would bre removed by this site. - 1878.81 120030.27 1 yes c5 1665 5/EA/15 5/EA/15 West of Petwell Crescent North of Rosemary Lane 442061.88 543721.19 Easington 528.464 10938.16 1 b5 1666 3/SC/06 3/SC/06 Land East of Rosemont Court Rosemont Road 422037.6 528193.06 South Church Further information required from the Environment Agency on flood risk issues 921.251 34116.35 3b yes 3% 5% 11% Negligible d4 1668 3/SC/05 3/SC/05 Land North of Rosemount Road B6286 422127.29 527989.18 South Church Further information required from the Environment Agency on flood risk issues 594.904 15692.5 3b yes 4% 7% 11% Negligible d4 1669 7/SH/328 7/SH/328 Land South of Low Deanery Farm Adelaide Bank 422076.15 527055.34 Shildon 869.426 33858.17 1 d4

Durham County Council Level 2 SFRA (March 2010) Page 12 of 13 HOUSING ObjectidCdrefF1F4F6F7F8F9F10 F50 Shape_leng Shape_area 1 Historical Flooding Comment PPS25Zone Site Subject to 3 Level 1 SFRA (Appendix L) Map PPS25 Constraint 2 Surface Water RiverOverland Flow Zone3b Zone3a Zone2 Reference - SUDS 1670 7/SH/329 7/SH/329 Land at Eldon Bank Top Land at Eldon Bank 423004.56 527173.28 Shildon 1190 64879.03 1 d4 1671 7/SH/330 7/SH/330 Land South West of Green Lane Sotuh West of Green Lane 422862.52 527565.13 Shildon 641.113 20557.24 1 d4 1684 3/ED/02 3/ED/02 Land south of the B2678 B2678 401547.26 549770.64 Edmondbyers Further information is required from the Environment Agency regarding flood risk. 721.447 26402.24 3a yes 9% 12% Limited b2 1685 3/WW/02 3/WW/02 Land East of Cemetery Road Cemetery Road 414904.86 531407.77 Witton-le-Wear The southern half of the site is allotment gardens. 439.606 11142.64 1 c3 1686 3/WP/10 3/WP/10 Land North of Park Road Park Road 417131.22 530277.36 Witton Park There are no designations affecting this site. 673.057 20298.36 1 yes c4 1687 3/WP/11 3/WP/11 Land west of Witton Park West of Park Road 417115.51 530046.92 Witton Park Site is not affected by any designations although there are structures on the site. 332.248 4922.53 1 c4 1688 4/WG/06 4/WG/06 423296.04 546242.57 3159.22 269593.6 1 yes yes b4 1689 4/WG/08 4/WG/08 423448.83 545895.67 514.766 8483.23 1 yes yes b4 1690 4/WG/07 4/WG/07 423757.98 546632.06 467.056 13595.67 1 b4 1691 2/SA/19 2/SA/19 423572.43 547023.87 640.983 21172.26 1 yes b4 1692 5/WI/15 5/WI/15 441606.03 534863.13 2113.72 135591.34 1 yes c5 1693 3/BA/43 3/BA/43 Land South of Croft Side Croft Side 418946.37 528700.23 Bishop Auckland There appears to be no designations affecting this site. 1225.9 89499.19 1 yes d4 1694 3/BA/44 3/BA/44 Land North and West of the Council Depot Etherley Lane 419783.14 529022.34 Bishop Auckland There are mature trees along the southern boundary and within the site. 649.76 8694.58 1 d4 1695 3/BA/45 3/BA/45 Land at Etherley Drive Etherley Drive 419536.93 529179.2 Bishop Auckland The site slightly encroaches into woodland along the eastern boundary. 825.728 34495.44 1 yes c4 1697 4/SC/01 4/SC/01 00 761.859 27710.27 3b yes yes 98% 98% 100% Significant See 'significant' site constraints b4 1698 4/SC/03 4/SC/03 00 768.788 32626.62 3a yes yes 22% 48% Consideration See development management recommendations c4 1699 4/SC/02 4/SC/02 00 733.378 25703.15 1 yes b4 1700 4/DU/80 4/DU/80 00 362.012 6620.65 1 b4 1701 4/BO/13 4/BO/13 00 405.366 9533.04 1 c5 1702 5/MU/18 5/MU/18 Land North of Burnip Road Burnip Road 0 0 Murton 2063.79 152706.35 1 b5 1703 2/SA/20 2/SA/20 Land at Barras Hill Farm Barras Hill Farm 0 0 Sacriston Site encroaches into woodland. Protected birds Skylarks are known to inhibit this land. 1767.54 83448.15 1 b4 1704 1/CO/65 1/CO/65 Land at Wesley Terrace Castleside 0 0 Consett Site borders Knitsley and High House Wood which is designated as a County Wildife Site. 473.154 12021.14 1 yes b3 1705 5/WI/16 5/WI/16 00 1325.73 105719.18 1 yes c5 1706 6/HA/01 6/HA/01 Land west of Hill Garth Hill Garth 0 0 Hamsterley The site falls within an Area of High Landscape Value 355.392 4953.83 1 c3 1707 1/CO/66 1/CO/66 Land at Bunker Hill Medomsley Road 0 0 Consett 1530.02 77505.96 1 b3 Bishop's Close 0 0 Spennymoor Part of the land was identified as open space by the Council's Open Space, Sport and Recreation Study. 144.032 1330.6 1 1 Highest flood risk within the site 2 See attached summary for SUDS suitability across County (from Level 1 SFRA Appendix L) 3 See attached maps for sites within which flood risk poses a 'consideration'. Sites within which the PPS25 constraint is 'major' or 'significant' are described more fully in Appendix B

Durham County Council Level 2 SFRA (March 2010) Page 13 of 13 HOUSING Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and pondsmay be suitable, however careful A1 consideration will need to be taken of the steep topography to ensure their effective implementation. Tanked systems will function effectively in this area.

Infiltration devices and permeable surfaces should function efficiently within the lower lying eastern areas of thismap window, however care will need to be taken during the design process to ensure that the adopted SUDS techniques are suitable within the local topography (i.e. taking account of any local steep slopes). Infiltration A2 techniques are likely to be less effective within the more elevated areas to the west of the Wear (Stanley). Basins, ponds and tanked systems are more suitable in this area, and once again careful consideration should be taken of the steep topography.

Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and pondsmay be suitable however an impermeable B1 lining will be required. Tanked systems will function effectively in this area. In both instances, careful consideration will need to be taken of buoyancy (of the structure) and the changes in surrounding groundwater levels during saturated conditions. Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and pondsmay be suitable however an impermeable B2 lining will be required. Tanked systems will function effectively in this area. In both instances, careful consideration will need to be taken of buoyancy (of the structure) and the changes in surrounding groundwater levels during saturated conditions.

Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and pondsmay be suitable, however careful B3 consideration will need to be taken of the steep topography to ensure their effective implementation. Tanked systems will function effectively in this area.

Infiltration devices and permeable surfaces should function efficiently within the lower lying eastern areas of this map window (surrounding Chester-le-Street and Durham), however care will need to be taken during the design process to ensure that the adopted SUDS techniques are suitable within the local topography (i.e. taking account of any B4 local steep slopes). Infiltration techniques are likely to be less effective within the more elevated areas to the west of the major towns. Basins, ponds and tanked systems are more suitable in this area, and once again careful consideration should be taken of the steep topography.

Infiltration devices and permeable surfaces may function effectively within this area, however local geological conditions will need to be considered as part of the design process to ensure the suitability of the soils within the site. Basins, ponds & tanked systems will all function effectively in this area. The undulating nature of the local B5 topography would seem to indicate that local changes in ground level are unlikely to pose a design constraint. Finally, whilst there is no immediate evidence of high groundwater levels causing groundwater flooding in this area, a local investigation should be carried out as part of the design process to ensure that this risk is not exacerbated if considering infiltration techniques. Infiltration devices and permeable surfaces are unlikely to function efficiently in this area. Basins and pondsmay be suitable, however in the peat soil areas (i.e. on higher ground) an impermeable lining will be required. Tanked systems will function effectively throughout this area. Careful consideration will need to be taken of buoyancy and C1 obstructions to lateral water movement within the peat layer in elevated areas. Finally, the adopted design must take into account the steep topography to ensure effective implementation. Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and ponds may be suitable however an impermeable lining will be required in peaty areas (i.e. on higher ground). Tanked systems will function effectively in this area. In both instances, careful consideration will need to be C2 taken of buoyancy (of the structure) and the changes in surrounding groundwater levels during saturated conditions. The adopted design must take into account the steep topography to ensure effective implementation.

Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and ponds may be suitable, however careful C3 consideration will need to be taken of the steep topography to ensure their effective implementation. Tanked systems will function effectively in this area.

Infiltration devices and permeable surfaces should function efficiently within the lower lying central areas of this map window (surrounding the River Wear), however care will need to be taken during the design process to ensure that the adopted SUDS techniques are suitable within the local topography (i.e. taking account of any local steep C4 slopes). Infiltration techniques are likely to be less effective within the more elevated areas to the northwest (Stanley Crook) and southeast (Coundon). Basins, ponds and tanked systems are more suitable in this area, and once again careful consideration should be taken of the steep topography.

Infiltration devices and permeable surfaces may function effectively within this area, however local geological conditions will need to be considered as part of the design process to ensure the suitability of the soils within the site. Basins, ponds & tanked systems will all function effectively in this area. The undulating nature of the local C5 topography would seem to indicate that local changes in ground level are unlikely to pose a design constraint. Finally, whilst there is no immediate evidence of high groundwater levels causing groundwater flooding in this area, a local investigation should be carried out as part of the design process to ensure that this risk i s not exacerbated if considering infiltration techniques. Infiltration devices and permeable surfaces may function effectively within this area, however local geological conditions will need to be considered as part of the design process to ensure the suitability of the soils within the site. Basins, ponds & tanked systems will all function effectively in this area. The undulating nature of the local C6 topography indicates that local changes in ground level are unlikely to pose a design constraint for SUDS. Finally, whilst there is no immediate evidence of high groundwater levels causing groundwater flooding in this area, a local investigation should be carried out as part of the design process to ensure that this risk is not exacerbated if considering infiltration techniques. Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and pondsmay be suitable however an impermeable D1 lining will be required. Tanked systems will function effectively in this area. In both instances, careful consideration will need to be taken of buoyancy (of the structure) and the changes in surrounding groundwater levels during saturated conditions.

Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and ponds may be suitable, however careful D2 consideration will need to be taken of the steep topography to ensure their effective implementation. Tanked systems will function effectively in this area.

Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and ponds may be suitable, however careful D3 consideration will need to be taken of the steep topography to ensure their effective implementation. Tanked systems will function effectively in this area.

Infiltration devices and permeable surfaces may function effectively within this area, however local geological conditions will need to be considered as part of the design process to ensure the suitability of the soils within the site. Basins, ponds & tanked systems will all function effectively in this area. The undulating nature of the local D4 topography would seem to indicate that local changes in ground level are unlikely to pose a design constraint. Finally, whilst there is no immediate evidence of high groundwater levels causing groundwater flooding in this area, a local investigation should be carried out as part of the design process to ensure that this risk is not exacerbated if considering infiltration techniques. Infiltration devices and permeable surfaces may function effectively within this area, however local geological conditions will need to be considered as part of the design process to ensure the suitability of the soils within the site. Basins, ponds & tanked systems will all function effectively in this area. The relatively flat nature of the local D5 topography indicates that local changes in ground level are unlikely to pose a design constraint for SUDS. Finally, whilst there is no immediate evidence of high groundwater levels causing groundwater flooding in this area, a local investigation should be carried out as part of the design process to ensure that this risk is not exacerbated if considering infiltration techniques.

Infiltration devices and permeable surfaces are unlikely to function efficiently in this area. Basins and ponds may be suitable, however in the peat soil areas (i.e. on higher ground) an impermeable lining will be required. Tanked systems will function effectively throughout this area. Careful consideration will need to be taken of buoyancy and E1 obstructions to lateral water movement within the peat layer in elevated areas. Finally, the adopted design must take into account the steep topography to ensure effective implementation.

Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and pondsmay be suitable, however careful E2 consideration will need to be taken of the steep topography to ensure their effective implementation. Tanked systems will function effectively in this area.

Infiltration devices and permeable surfaces are unlikely to function efficiently in this area of County Durham. Basins and ponds may be suitable, subject to local ground E3 conditions within the site. Tanked systems will function effectively in this area.

Durham County Council Level 2 SFRA - SUDS Suitability Level 1 SFRA (Appendix L) Map Reference

Site Reference: 3/SH/18

Location: West Auckland

Site Credentials

Previous (Existing) Land Use Land to rear of 15 The Nursery

Proposed Land Use Housing

Minimum Site Level 106.7mAOD

Maximum Site Level 107.3mAOD

% Site within Zone 3b 0%

% Site within Zone 3a 100%

% Site within Zone 2 100%

Site Geology Highly permeable limestone geology

Historical Flooding:

It is understood that the Environment Agency holds evidence that the site was affected by river flooding in 2000. This information was not made available for the - River flooding purposes of this SFRA.

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level

Maximum 5% (1 in 20) flood depth (m) It is understood that the Environment Agency has carried out modelling that provides water levels within the River Gaunless in the 5% (1 in 20) flood event. This information was not made available for SFRA purposes, however it is not expected that the site is subject to flooding in this event. This should be confirmed as part Average 5% (1 in 20) flood depth (m) of a detailed site-based FRA at the design stage.

Indicative flow velocity through site 5% (1 in 20)

Approximate 1% (1 in 100) flood level 107.5mAOD

Maximum 1% (1 in 100) flood depth (m) 0.7

Average 1% (1 in 100) flood depth (m) 0.2

Indicative flow velocity through site 1% (1 in 100) 0.5m/s

There is evidence of a raised flood defence providing a degree of protection against flooding to the site. No details have been provided for SFRA purposes in relation Presence of Formal Flood Defences to the height and/or extent of the defence, however it is understood that the defence delivers a standard of protection of approximately 2% (1 in 50).

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning The site is situated within an Envrionment Agency flood warning area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 100%

Approximate Increase in Max Depth in 1% (1 in 100) 0.2m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

Description There is no anticipated risk of surface water ponding and/or overland flow through the site

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Relatively few details have been provided regarding the raised flood defence situated adjacent to the River Gaunless near site 3SH18. The detailed site-based FRA Failure of Flood Defences should assess the potential residual risk to the site in case of the overtopping and/or sudden failure of the raised flood defence.

The Spring Gardens Dam is situated on the River Gaunless approximately 1.7km upstream of the site. A sudden failure of the dam may result in a rapid increase in Water Containment Structures water levels within close proximity of the site. The River Gaunless flows beneath Station Road approximately 240m downstream of the site. A blockage of the bridge during a flooding event may result in an Maintenance Regime increase in flood levels within the site. PPS25 Constraints to Development

There is no evidence of historical flooding within the site, however interrogation of Dene Beck does indicate a potential risk of river flooding, affecting a large Overview of Flood Risk proportion of the site.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Residential development may only be considered within this site following the application of the Sequential and Exception Tests. Whilst the depth of flooding within the site is Permissible Land Use unlikely to pose an immediate risk to life, the site will be fully encircled by floodwaters in a 1% (1 in 100) event, and therefore safe access during flooding conditions may be difficult to achieve. For this reason, consideration should be given to allocating the site for alternative (non-residential) uses.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

A qualitative appraisal of the potential risk to the site as a result of a failure of Spring Gardens Dam should be carried out as part of the FRA. This should consider the Residual Risk of Flooding long term responsibility for maintenance and management of the dam, and consequently the likelihood of failure over the longer term. An assessment of the potential residual risk to the site associated with the overtopping and/or failure of the raised flood defence should also be carried out.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level should be Floor Levels assessed as a result of the overtopping and/or breach failure of the raised flood defence (whichever is greatest). Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising (e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

Site Drainage The geology of the local area is characterised by high permeability limestone, and therefore infiltration drainage techniques are likely to function effectively.

Buildings within the site should be directed to areas of lowest flood depth. The site is an important flow route for the River Gaunless in a larger (1% (1 in 100)) event, and any obstructions to the passage of floodwater through the site may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, Site Layout buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) should be sought for any housing within the site. As a minimum (for non- Site Access residential uses) the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Major Flooding Constraint Site Reference: 3/DV/06

Location: Coundon Grange

Site Credentials

Previous (Existing) Land Use Eldon Lane

Proposed Land Use Housing

Minimum Site Level 90.4mAOD

Maximum Site Level 103.4mAOD

% Site within Zone 3b 28%

% Site within Zone 3a 54%

% Site within Zone 2 65%

Site Geology Highly permeable limestone geology

Historical Flooding:

- River flooding There has been no observed historical river flooding within the site

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 95.5 mAOD

Maximum 5% (1 in 20) flood depth (m) 5.1

Average 5% (1 in 20) flood depth (m) 0.4

Indicative flow velocity through site 5% (1 in 20) 0.4m/s

Approximate 1% (1 in 100) flood level 95.1mAOD

Maximum 1% (1 in 100) flood depth (m) 4.7

Average 1% (1 in 100) flood depth (m) 0.7

Indicative flow velocity through site 1% (1 in 100) 0.4m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 57%

Approximate Increase in Max Depth in 1% (1 in 100) 0.25m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

The site is situated in a natural depression in the local topography. Localised ponding may occur to a relatively shallow depth (<100mm) within the site, and the Description surrounding area, following heavy rainfall.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

Dene Beck passes beneath the railway line immediately downstream of the site. Any blockage of this crossing may result in an increase in the depth of flooding Maintenance Regime within the site.

PPS25 Constraints to Development

There is no evidence of historical flooding within the site, however interrogation does indicate a potential risk of river flooding, affecting a relatively large proportion Overview of Flood Risk of the site.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be Permissible Land Use permitted within the area designated as Zone 3b in this site. Residential development may only be considered within the remainder of the site following the application of the Sequential and Exception Tests.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

Residual Risk of Flooding There are no formal and/or informal defences providing protection to the site.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 95.7mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising(e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

Site Drainage The geology of the local area is characterised by high permeability limestone, and therefore infiltration drainage techniques are likely to function effectively.

Any development within the site should be restricted to areas that are situated within Zone 1 (i.e. at the lowest risk of flooding). Within flood affected areas of the site, development should be guided towards areas of lowest risk (i.e. lowest depth of flooding). Development should not be permitted across Dene Beck, and Site Layout culverting of the watercourse should be avoided at all costs. The site is an important flow path for Dene Beck, and any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. Buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

Site Access A dry route of escape (above the 1% (1 in 100) flood level including climate change) should be provided for any housing within the site.

The Environment Agency will require a minimum buffer of 5m to either side of a culverted watercourse. This buffer is required to provide machine access to the Adjacent to Rivers river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Major Flooding Constraint Site Reference: 3/DV/08

Location: Coundon Grange

Site Credentials

Previous (Existing) Land Use Moore Street

Proposed Land Use Housing

Minimum Site Level 93.8mAOD

Maximum Site Level 95.9mAOD

% Site within Zone 3b 67%

% Site within Zone 3a 86%

% Site within Zone 2 100%

Site Geology Highly permeable limestone geology

Historical Flooding:

- River flooding There has been no observed historical river flooding within the site

- Surface water flooding The site is situated immediately downstream of a known surface water flooding incident, arising due to insufficient capacity in the local drainage system.

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 96.0mAOD

Maximum 5% (1 in 20) flood depth (m) 2.2

Average 5% (1 in 20) flood depth (m) 0.3

Indicative flow velocity through site 5% (1 in 20) 0.6m/s

Approximate 1% (1 in 100) flood level 95.5mAOD

Maximum 1% (1 in 100) flood depth (m) 1.7

Average 1% (1 in 100) flood depth (m) 0.7

Indicative flow velocity through site 1% (1 in 100) 0.6m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 95%

Approximate Increase in Max Depth in 1% (1 in 100) 0.35m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

The site is situated in a natural depression in the local topography. Localised ponding may occur to a relatively shallow depth (<100mm) within the site, and the Description surrounding area, following heavy rainfall.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

The site is situated above a culverted reach of Dene Beck. The blockage or deterioration of the culvert will result in a direct increase in the frequency and severity of Maintenance Regime flood risk within the site. PPS25 Constraints to Development

There is no evidence of historical flooding within the site, however interrogation does indicate a potential risk of river flooding, affecting a relatively large proportion of the site. The risk of flooding is associated with the culverted reach of Dene Beck that passes beneath the site, the capacity of which is relatively limited (i.e. Overview of Flood Risk surcharging of the culverted watercourse is expected to occur, resulting in flooding in the 5% (1 in 20) design event). The potential for blockage of the culvert during flooding conditions further increases the potential for flooding to occur within this site.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be permitted within the area designated as Zone 3b in this site, in accordance with PPS25. It is recommended that careful consideration is given to restoring Dene Beck Permissible Land Use as part of any development proposal at this location to reduce the potential long term risk of flooding within the area, and to improve the local environment. If this is not feasible, then development within the site should be restricted to water compatible uses or essential infrastructure. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

Residual Risk of Flooding There are no formal and/or informal defences providing protection to the site.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 96.7mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising(e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

Site Drainage The geology of the local area is characterised by high permeability limestone, and therefore infiltration drainage techniques are likely to function effectively.

The site is an important flow path for Dene Beck once the underlying culvert has surcharged (i.e. in events exceeding the 5% (1 in 20) flood). Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. Opportunities to reinstate the natural watercourse should be sought. As Site Layout a minimum however, buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

Site Access A dry route of escape (above the 1% (1 in 100) flood level including climate change) should be provided for any housing within the site.

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Major Flooding Constraint Site Reference: 3/WE/01

Location: Westgate

Site Credentials

Previous (Existing) Land Use West of High Town

Proposed Land Use Housing

Minimum Site Level 283.5mAOD

Maximum Site Level 286.6mAOD

% Site within Zone 3b 0%

% Site within Zone 3a 98%

% Site within Zone 2 100%

Site Geology Limestone geology, overlain by organic peaty soils.

Historical Flooding:

- River flooding -

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level -

Maximum 5% (1 in 20) flood depth (m) -

Average 5% (1 in 20) flood depth (m) -

Indicative flow velocity through site 5% (1 in 20) -

Approximate 1% (1 in 100) flood level 286.4mAOD

Maximum 1% (1 in 100) flood depth (m) 2.9

Average 1% (1 in 100) flood depth (m) 1.3

Indicative flow velocity through site 1% (1 in 100) 2.6m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 100%

Approximate Increase in Max Depth in 1% (1 in 100) 0.1m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

Description There is no anticipated risk of surface water ponding and/or overland flow through the site

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

Middlehope Burn flows beneath a footbridge approximately 50m downstream of the site. A blockage of the bridge during a flooding event may result in an increase Maintenance Regime in flood levels within the site. PPS25 Constraints to Development

There is no evidence of historical flooding within the site, however interrogation does indicate a potential risk of river flooding, affecting the entire site in a 1% (1 in Overview of Flood Risk 100) design event. The maximum depth of flooding is significant, and is likely to pose a potential risk to life.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Residential development may only be considered within this site following the application of the Sequential and Exception Tests. Flood depths within the site are high, and Permissible Land Use therefore it is deemed unlikely that a design solution can be achieved to ensure the safety of residents. For this reason, careful consideration should be given to restricting development within the site to less vulnerable (non residental) uses.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

Residual Risk of Flooding There are no formal and/or informal defences providing protection to the site.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 268.8mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising(e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by soils with a high organic content, and therefore infiltration drainage techniques may not function effectively. The Site Drainage storage of runoff on site may therefore be required, in basins, ponds, or (less desirable) tanked systems, however an impermeable lining may be required in areas of peat.

Buildings within the site should be directed to areas of lowest flood depth. The site is an important flow route for Middlehope Burn in a larger (1% (1 in 100)) event, and any obstructions to the passage of floodwater through the site may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, Site Layout buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) should be sought for any housing within the site. As a minimum (for non- Site Access residential uses) the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank. This buffer is required to provide machine access to the river for routine Adjacent to Rivers maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Major Flooding Constraint Site Reference: 3/SH/16

Location: West Auckland Site Credentials

Previous (Existing) Land Use Old Chapel, Station Road

Proposed Land Use Housing

Minimum Site Level 106.2mAOD

Maximum Site Level 106.8mAOD

% Site within Zone 3b 0%

% Site within Zone 3a 100%

% Site within Zone 2 100%

Site Geology Highly permeable limestone geology

Historical Flooding:

It is understood that the Environment Agency holds evidence that the site was affected by river flooding in 2000. This information was not made available for the - River flooding purposes of this SFRA.

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level

Maximum 5% (1 in 20) flood depth (m) It is understood that the Environment Agency has carried out modelling that provides water levels within the River Gaunless in the 5% (1 in 20) flood event. This information was not made available for SFRA purposes, however it is not expected that the site is subject to flooding in this event. This should be confirmed as Average 5% (1 in 20) flood depth (m) part of a detailed site-based FRA at the design stage. Indicative flow velocity through site 5% (1 in 20)

Approximate 1% (1 in 100) flood level 107.0mAOD

Maximum 1% (1 in 100) flood depth (m) 0.8

Average 1% (1 in 100) flood depth (m) 0.2

Indicative flow velocity through site 1% (1 in 100) 0.5m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning The site is situated within an Envrionment Agency flood warning area Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 100%

Approximate Increase in Max Depth in 1% (1 in 100) 0.2m Risk of Flooding from the Sea

Description There is no risk of tidal flooding Risk of Flooding from Surface Water

Description There is no anticipated risk of surface water ponding and/or overland flow through the site

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure The Spring Gardens Dam is situated on the River Gaunless approximately 1.8km upstream of the site. A sudden failure of the dam may result in a rapid increase Water Containment Structures in water levels within close proximity of the site. The River Gaunless flows beneath Station Road approximately 150m downstream of the site. A blockage of the bridge during a flooding event may result in an Maintenance Regime increase in flood levels within the site. PPS25 Constraints to Development

There is no evidence of historical flooding within the site, however modelling of the River Gaunless does indicate a potential risk of river flooding, affecting the Overview of Flood Risk entire site in a 1% (1 in 100) design event.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Residential development may only be considered within this site following the application of the Sequential and Exception Tests. Whilst the depth of flooding within the site Permissible Land Use is unlikely to pose an immediate risk to life, the site will be fully encircled by floodwaters in a 1% (1 in 100) event, and therefore safe access during flooding conditions may be difficult to achieve. For this reason, consideration should be given to allocating the site for less vulnerable (non-residential) uses.

A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 Flood Risk Assessment (FRA) SFRA. There are no formal and/or informal defences providing protection to the site. A qualitative appraisal of the potential risk to the site as a result of a failure of Residual Risk of Flooding Spring Gardens Dam should be carried out as part of the FRA. This should consider the long term responsibility for maintenance and management of the dam, and consequently the likelihood of failure over the longer term.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 107.5mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising(e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

Site Drainage The geology of the local area is characterised by high permeability limestone, and therefore infiltration drainage techniques are likely to function effectively.

Buildings within the site should be directed to areas of lowest flood depth. The site is an important flow route for the River Gaunless in a larger (1% (1 in 100)) event, and any obstructions to the passage of floodwater through the site may result in an increase in the frequency and/or severity of flooding elsewhere. For Site Layout this reason, buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) should be sought for any housing within the site. As a minimum (for non- Site Access residential uses) the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Major Flooding Constraint Site Reference: 3/WO/13

Location: Wolsingham

Site Credentials

Previous (Existing) Land Use Former Wolsingham Sawmills

Proposed Land Use Housing

Minimum Site Level 131.8mAOD

Maximum Site Level 134.5mAOD

% Site within Zone 3b 0%

% Site within Zone 3a 98%

% Site within Zone 2 99%

Site Geology Limestone geology, overlain by till. Relatively low permeability soils.

Historical Flooding:

It is understood that the Environment Agency holds evidence that the site was affected by river flooding in 2005. This information was not made available for the - River flooding purposes of this SFRA.

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level -

Maximum 5% (1 in 20) flood depth (m) -

Average 5% (1 in 20) flood depth (m) -

Indicative flow velocity through site 5% (1 in 20) -

Approximate 1% (1 in 100) flood level 134.0mAOD

Maximum 1% (1 in 100) flood depth (m) 2.2

Average 1% (1 in 100) flood depth (m) 0.3

Indicative flow velocity through site 1% (1 in 100) 0.5m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning The site is situated within an Envrionment Agency flood warning area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 99%

Approximate Increase in Max Depth in 1% (1 in 100) 0.1m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

Description There is no anticipated risk of surface water ponding and/or overland flow through the site

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure Tunstall Reservoir is situated approximately 4km upstream, on Waskerley Beck (to the west). A sudden failure of the reservoir may result in a rapid increase in water Water Containment Structures levels within close proximity of the site. The River Wear flows beneath the railway line immediately downstream of the site. A blockage of the railway crossing during a flooding event may result in an Maintenance Regime increase in flood levels within the site. PPS25 Constraints to Development

There is no evidence of regular historical flooding within the site, however modelling of the River Wear does indicate a potential risk of river flooding, affecting a Overview of Flood Risk relatively large proportion of the developable area.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Residential Permissible Land Use development may only be considered within this site following the application of the Sequential and Exception Tests.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

There are no formal and/or informal defences providing protection to the site. A qualitative appraisal of the potential risk to the site as a result of a failure of Tunstall Residual Risk of Flooding Reservoir should be carried out as part of the FRA. This should consider the long term responsibility for maintenance and management of the dam, and consequently the likelihood of failure over the longer term.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 134.4mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising(e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by relatively low permeability soils, and therefore infiltration drainage techniques may not function effectively. The Site Drainage storage of runoff on site may therefore be required, in basins, ponds, or (less desirable) tanked systems.

Buildings within the site should be directed to areas of lowest flood depth. The site is an important flow route for the River Wear in a larger (1% (1 in 100)) flood event. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, buildings and landscaping Site Layout should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

Site Access A dry route of escape (above the 1% (1 in 100) flood level including climate change) to Durham Road should be provided for any housing within the site.

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Major Flooding Constraint Site Reference: 3/ES/01

Location: Escomb

Site Credentials

Previous (Existing) Land Use Dunelm Chare (Greenfield)

Proposed Land Use Housing

Minimum Site Level 73.3mAOD

Maximum Site Level 76.8mAOD

% Site within Zone 3b 9%1

% Site within Zone 3a 89%

% Site within Zone 2 95%

Site Geology Limestone geology, overlain by till. Relatively high permeability soils.

Historical Flooding:

- River flooding The northern most extent (boundary) of the site has been subject to historical river flooding

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 73.5mAOD1

Maximum 5% (1 in 20) flood depth (m) 0.2

Average 5% (1 in 20) flood depth (m) -

Indicative flow velocity through site 5% (1 in 20) -

Approximate 1% (1 in 100) flood level 75.4mAOD

Maximum 1% (1 in 100) flood depth (m) 2.1

Average 1% (1 in 100) flood depth (m) 1.4

Indicative flow velocity through site 1% (1 in 100) 0.3m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 93%

Approximate Increase in Max Depth in 1% (1 in 100) 0.35m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

A number of small localised depressions have been identified within the north west corner of the site, in which ponding of up to 300mm may occur following heavy Description rain. An overland flow route is evident within the site, along which runoff from the surrounding area may concentrate and flow through the site.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

Maintenance Regime There are no evident constrictions downstream that may pose a potential risk of blockage to the River Wear and/or Shittlehope Burn

PPS25 Constraints to Development

Modelling of the River Wear indicates a potential risk of river flooding, affecting a relatively large proportion of the developable area. Flooding within the site is Overview of Flood Risk expected to be greater than 1m in depth in the 1% (1 in 100) event, which may pose a potential safety risk.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. A small area of the site is designated Zone 3b, and housing should not be permitted within this area. Residential development may only be considered in the remainder of the site following application of the Sequential and Exception Tests. It is noted however that the depth of flooding throughout a relatively large proporton of the site is greater than Permissible Land Use 1m, and therefore the safe mitigation of flood risk (for housing) may not be feasible. It is recommended that careful consideration be given to less vulnerable (non- residential) use for these areas of the site. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

Residual Risk of Flooding There are no formal and/or informal defences providing protection to the site.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 76.1mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising(e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by relatively high permeability soils, and therefore infiltration drainage techniques are likely to function effectively. An Site Drainage area of relatively low lying ground has been identified to the north west corner of the site in which ponding may occur, and it is recommended that site drainage is directed towards this natural depression for management purposes if at all possible.

Buildings should be avoided within the area of the site designated as Zone 3b Functional Floodplain. The depth of flooding is expected to pose a potential risk to life, and therefore housing (if permitted) within the remainder of the site should be restricted to upper floors, perhaps as part of a mixed use development. The site Site Layout is an important flow route for the River Wear in a larger (1% (1 in 100)) flood event. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) to Dunelm Chare should be provided for any housing within the site. If the site Site Access is developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

1 The interrogation of flood risk as part of this Level 2 SFRA highlights a degree of uncertainty surrounding the delineation of Zone 3b at this location. The topography in the site (and its surrounds), and the lack of connectivity between the area of Zone 3b affecting the site, and the river, would suggest that perhaps this should not be designated functional floodplain for planning purposes. This should be reviewed as part of the detailed site based FRA.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Major Flooding Constraint Site Reference: 4/DU/26

Location: Durham

Site Credentials

Previous (Existing) Land Use Elvet Waterside

Proposed Land Use Housing

Minimum Site Level 29.0mAOD

Maximum Site Level 38.3mAOD

% Site within Zone 3b 39%

% Site within Zone 3a 79%

% Site within Zone 2 91%

Site Geology Limestone geology, overlain by till. Relatively high permeability soils.

Historical Flooding:

- River flooding The eastern half of this site has been affected by historical river flooding

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 36.5mAOD

Specific attention is drawn to Section 6.2.2 of the Level 1 SFRA relating to existing development within Zone 3b Functional Floodplain

Maximum 5% (1 in 20) flood depth (m) 7.5m (localised low point within the site)

Average 5% (1 in 20) flood depth (m) 1.2

Indicative flow velocity through site 5% (1 in 20) >2.5m/s

Approximate 1% (1 in 100) flood level 36.8mAOD

Maximum 1% (1 in 100) flood depth (m) 7.8m (localised low point within the site)

Average 1% (1 in 100) flood depth (m) 1.5

Indicative flow velocity through site 1% (1 in 100) >2.5m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning The site is situated within an Envrionment Agency flood warning area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 80%

Approximate Increase in Max Depth in 1% (1 in 100) 0.05m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

Description A number of small localised depressions within the site have been identified, within which ponding of up to 250mm may occur following heavy rain.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

The River Wear passes beneath a series of bridges through Durham city centre downstream of the site. A blockage of one or more of these crossings due to debris Maintenance Regime during a flooding event may result in an increase in flood levels within the site. PPS25 Constraints to Development

Modelling of the River Wear does indicate a potential risk of river flooding, affecting a relatively large proportion of the developable area. This is supported by Overview of Flood Risk evidence of historical flooding within the lower lying areas of the site. The anticipated velocity of floodwaters passing through the site is significant, and is likely to pose a potential risk to life.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be permitted within that proportion of the site that is designated as Zone 3b Functional Floodplain. Residential development may only be considered in the remainder of the site following application of the Sequential and Exception Tests. It is highlighted however that the depth and velocity of flooding throughout a relatively Permissible Land Use large proporton of the site is high, and therefore the safe mitigation of flood risk (for housing) may not be feasible. It is recommended that careful consideration be given to less vulnerable (non-residential) use for these areas of the site. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

Residual Risk of Flooding There are no formal and/or informal defences providing protection to the site.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 37.1mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising(e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site. It is noted that land raising will not be permitted within that area of the site that falls within Zone 3b Functional Floodplain.

The geology of the local area is characterised by relatively high permeability soils, and therefore infiltration drainage techniques are likely to function effectively. An Site Drainage area of relativley low lying ground has been identified within the site in which ponding may occur. Careful consideration of the site drainage will be required to reduce the potential risk of surface water flooding affecting roads and/or buildings within these areas following heavy rain.

Buildings should be avoided within the area of the site designated as Zone 3b Functional Floodplain. The depth and velocity of flooding throughout the site is expected to pose a potential risk to life, and therefore housing (if permitted) within the remainder of the site should be restricted to upper floors, perhaps as part of Site Layout a mixed use development. The site is an important flow route for the River Wear. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) to Old Elvet should be provided for any housing within the site. If the site is Site Access developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Major Flooding Constraint Site Reference: 3/WE/05

Location: Westgate Site Credentials

Previous (Existing) Land Use Weardale Caravan Park

Proposed Land Use Housing

Minimum Site Level 271.0mAOD

Maximum Site Level 274.0mAOD

% Site within Zone 3b 100%

% Site within Zone 3a 100%

% Site within Zone 2 100%

Site Geology Limestone geology, overlain by organic peaty soils.

Historical Flooding:

It is understood that the Environment Agency holds evidence that the site was affected by river flooding in 2005. This information was not made available for the - River flooding purposes of this SFRA.

There is an observed incident of localised flooding situated approximately 100m to the north of the site. The cause of the localised flooding is now known. The - Surface water flooding proposed development is situated downhill (below) the observed problem area, and therefore is unlikely to pose a risk due to increased surface water runoff.

- Groundwater flooding There has been no observed historical groundwater flooding within the site Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 274.2mAOD

Maximum 5% (1 in 20) flood depth (m) 3.2

Average 5% (1 in 20) flood depth (m) 1.6

Indicative flow velocity through site 5% (1 in 20) 0.9m/s

Approximate 1% (1 in 100) flood level 274.5mAOD

Maximum 1% (1 in 100) flood depth (m) 3.5

Average 1% (1 in 100) flood depth (m) 1.9

Indicative flow velocity through site 1% (1 in 100) 0.9m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 100%

Approximate Increase in Max Depth in 1% (1 in 100) 0.1m Risk of Flooding from the Sea

Description There is no risk of tidal flooding Risk of Flooding from Surface Water

The site is situated in a natural river valley. Localised ponding may occur to a shallow depth (<100mm) within the site following heavy rainfall. Overland runoff Description from uphill may also concentrate and flow along the western border of the site.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure Burnhope Reservoir is situated approximately 6km upstream, on the River Wear (to the west). A sudden failure of the reservoir may result in a rapid increase in Water Containment Structures water levels within close proximity of the site. The River Wear flows beneath Haswick's Bridge approximately 400m downstream of the site. A blockage of the bridge during a flooding event may result in an Maintenance Regime increase in flood levels within the site. PPS25 Constraints to Development

There is no evidence of historical flooding within the site, however modelling of the River Wear does indicate a potential risk of river flooding, affecting the entire Overview of Flood Risk site in a 5% (1 in 20) design event. The maximum depth of flooding is significant, and is likely to pose a potential risk to life.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be permitted within this site. The depth of flooding within this area is significant, and cannot be safely mitigated. It is recommended that careful consideration Permissible Land Use be given to designating the site as 'floodplain' within the LDF. If development is permitted, this should be restricted to water compatible uses or essential infrastructure, in accordance with PPS25. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 Flood Risk Assessment (FRA) SFRA.

There are no formal and/or informal defences providing protection to the site. A qualitative appraisal of the potential risk to the site as a result of a failure of Residual Risk of Flooding Burnhope Reservoir should be carried out as part of the FRA. This should consider the long term responsibility for maintenance and management of the dam, and consequently the likelihood of failure over the longer term.

Floor Levels The site is situated wholly within Zone 3b Functional Floodplain. Any buildings within the site should be designed to be resiliant to flooding.

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by soils with a high organic content, and therefore infiltration drainage techniques may not function effectively. The storage of runoff on site may therefore be required, in basins, ponds, or (less desirable) tanked systems, however an impermeable lining may be required in areas Site Drainage of peat. There is a localised 'low point' within the site in which ponding may occur, and it is recommended that on site drainage (storage) facilities are managed to avoid uncontrolled flooding in this area following heavy rain.

Relatively deep floodwater is expected to flow across the site during flooding conditions. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, buildings and landscaping should be oriented (and designed) to minimise the potential Site Layout displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

If the site is developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of Site Access FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Significant Flooding Constraint Site Reference: 4/SC/01

Location: Shincliffe Site Credentials

Previous (Existing) Land Use Greenfield

Proposed Land Use Housing

Minimum Site Level 32.8mAOD

Maximum Site Level 37.5mAOD

% Site within Zone 3b 100%

% Site within Zone 3a 100%

% Site within Zone 2 100%

Site Geology Limestone geology, overlain by till. Relatively high permeability soils.

Historical Flooding:

- River flooding The entire site has been subject to river flooding historically

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level The site is defended in the 5% (1 in 20) flood event ( see notes below)

Maximum 5% (1 in 20) flood depth (m) -

Average 5% (1 in 20) flood depth (m) -

Indicative flow velocity through site 5% (1 in 20) -

Approximate 1% (1 in 100) flood level 37.2mAOD

Maximum 1% (1 in 100) flood depth (m) 4.4

Average 1% (1 in 100) flood depth (m) 0.8

Indicative flow velocity through site 1% (1 in 100) 0.5m/s

There is evidence of a raised flood defence providing a degree of protection against flooding to the site. No details have been provided for SFRA purposes in Presence of Formal Flood Defences relation to the height and/or extent of the defence, however it is understood that the defence delivers a standard of protection of approximately 5% (1 in 20). This site is therefore situated outside of Zone 3b Functional Floodplain.

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 100%

Approximate Increase in Max Depth in 1% (1 in 100) 0.1m Risk of Flooding from the Sea

Description There is no risk of tidal flooding Risk of Flooding from Surface Water

Description A number of small localised depressions within the site have been identified, within which ponding of up to 250mm may occur following heavy rain.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding Residual Risk of Flooding

Relatively few details have been provided regarding the raised flood defence situated adjacent to the site. The detailed site-based FRA should assess the Failure of Flood Defences potential residual risk to the site in case of the overtopping and/or sudden failure of the raised flood defence.

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

The River Wear flows beneath Shincliffe Bridge immediately downstream of the site. A blockage of the bridge during a flooding event may result in an increase in Maintenance Regime flood levels within the site. PPS25 Constraints to Development

The entire site has been subject to river flooding in the past. Furthermore, modelling of the River Wear indicates a potential risk of river flooding, affecting the Overview of Flood Risk entire site in a 5% (1 in 20) design event. The maximum depth of flooding is significant, and is likely to pose a potential risk to life.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be permitted within this site. Though the site is defended, this is to a relatively low standard. The depth of flooding within this area is significant, and cannot be Permissible Land Use safely mitigated. It is recommended that careful consideration be given to designating the site as 'floodplain' within the LDF. If development is permitted, this should be restricted to water compatible uses or essential infrastructure, in accordance with PPS25. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 Flood Risk Assessment (FRA) SFRA.

Residual Risk of Flooding An assessment of the potential residual risk to the site associated with the overtopping and/or failure of the raised flood defence should also be carried out.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level Floor Levels should be assessed as a result of the overtopping and/or breach failure of the raised flood defence (whichever is greatest). Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising (e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by relatively high permeability soils, and therefore infiltration drainage techniques are likely to function effectively. Site Drainage An area of relativley low lying ground has been identified within the site in which ponding may occur. Careful consideration of the site drainage will be required to reduce the potential risk of surface water flooding affecting roads and/or buildings within these areas following heavy rain.

Relatively deep floodwater is expected to flow across the site during flooding conditions. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, buildings and landscaping should be oriented (and designed) to minimise the potential Site Layout displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

If the site is developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of Site Access FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Significant Flooding Constraint Site Reference: 3/WE/04

Location: Westgate Site Credentials

Previous (Existing) Land Use Weardale Caravan Park

Proposed Land Use Housing

Minimum Site Level 271.0mAOD

Maximum Site Level 274.7mAOD

% Site within Zone 3b 47%

% Site within Zone 3a 95%

% Site within Zone 2 100%

Site Geology Limestone geology, overlain by organic peaty soils.

Historical Flooding:

It is understood that the Environment Agency holds evidence that the site was affected by river flooding in 2005. This information was not made available for the - River flooding purposes of this SFRA.

There is an observed incident of localised flooding situated approximately 100m to the north of the site. The cause of the localised flooding is now known. The - Surface water flooding proposed development is situated downhill (below) the observed problem area, and therefore is unlikely to pose a risk due to increased surface water runoff.

- Groundwater flooding There has been no observed historical groundwater flooding within the site Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 273.0mAOD

Maximum 5% (1 in 20) flood depth (m) 2.0

Average 5% (1 in 20) flood depth (m) 0.6

Indicative flow velocity through site 5% (1 in 20)

Approximate 1% (1 in 100) flood level 273.9mAOD

Maximum 1% (1 in 100) flood depth (m) 2.9

Average 1% (1 in 100) flood depth (m) 0.9

Indicative flow velocity through site 1% (1 in 100)

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 98%

Approximate Increase in Max Depth in 1% (1 in 100) 0.2m Risk of Flooding from the Sea

Description There is no risk of tidal flooding Risk of Flooding from Surface Water

The site is situated in a natural river valley. Localised ponding may occur to a shallow depth (<100mm) within the site following heavy rainfall. Overland runoff from Description uphill may also concentrate and flow along the western border of the site.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure Burnhope Reservoir is situated approximately 6km upstream, on the River Wear (to the west). A sudden failure of the reservoir may result in a rapid increase in Water Containment Structures water levels within close proximity of the site. The River Wear flows beneath Haswick's Bridge approximately 400m downstream of the site. A blockage of the bridge during a flooding event may result in an Maintenance Regime increase in flood levels within the site. PPS25 Constraints to Development

There is no evidence of regular historical flooding within the site, however modelling of the River Wear does indicate a potential risk of river flooding, affecting a Overview of Flood Risk large proportion of the developable area. The maximum depth of flooding within low lying areas of the site is significant, and is likely to pose a potential risk to life.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be permitted within that proportion of the site, designated as Zone 3b Functional Floodplain. The depth of flooding within this area is significant, and cannot be safely mitigated. Residential development may only be considered in the remainder of the site following application of the Sequential and Exception Tests. It is highlighted Permissible Land Use however that the depth of flooding throughout a relatively large proporton of Zone 3a exceeds 1m, and therefore the safe mitigation of flood risk (for housing) may not be feasible. It is recommended that careful consideration be given to less vulnerable (non-residential) use for these areas of the site. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

There are no formal and/or informal defences providing protection to the site. A qualitative appraisal of the potential risk to the site as a result of a failure of Residual Risk of Flooding Burnhope Reservoir should be carried out as part of the FRA. This should consider the long term responsibility for maintenance and management of the dam, and consequently the likelihood of failure over the longer term.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 274.4mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising (e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by soils with a high organic content, and therefore infiltration drainage techniques may not function effectively. The storage of runoff on site may therefore be required, in basins, ponds, or (less desirable) tanked systems, however an impermeable lining may be required in areas of Site Drainage peat. There is a localised 'low point' within the site in which ponding may occur, and it is recommended that on site drainage (storage) facilities are managed to avoid uncontrolled flooding in this area following heavy rain.

Buildings should be avoided within the area of the site designated as Zone 3b Functional Floodplain. Relatively deep floodwater is expected to flow across the site during flooding conditions. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, Site Layout buildings and landscaping should be oriented (and designed) to minimise the potential resistance to floodwater.displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) to Front Street should be provided for any housing within the site. If the site is Site Access developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Significant Flooding Constraint Site Reference: 3/WO/14

Location: Wolsingham Site Credentials

Previous (Existing) Land Use Wolsingham Steelworks

Proposed Land Use Housing

Minimum Site Level 131.3mAOD

Maximum Site Level 137.0mAOD

% Site within Zone 3b 24%

% Site within Zone 3a 71%

% Site within Zone 2 84%

Site Geology Limestone geology, overlain by till. Relatively low permeability soils.

Historical Flooding:

- River flooding There has been no observed historical river flooding within the site

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 134.6mAOD

Maximum 5% (1 in 20) flood depth (m) 3.3

Average 5% (1 in 20) flood depth (m) 1.4

Indicative flow velocity through site 5% (1 in 20) 1.2m/s

Approximate 1% (1 in 100) flood level 135.6mAOD

Maximum 1% (1 in 100) flood depth (m) 4.3

Average 1% (1 in 100) flood depth (m) 1.5

Indicative flow velocity through site 1% (1 in 100) 1.2m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning The site is situated within an Envrionment Agency flood warning area Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 78%

Approximate Increase in Max Depth in 1% (1 in 100) 0.15m Risk of Flooding from the Sea

Description There is no risk of tidal flooding Risk of Flooding from Surface Water

A number of small localised depressions within the site have been identified, within which ponding may occur following heavy rain. Runoff from uphill may also flow Description through the site along the indicative overland flow paths identified on the adjoining plan.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Tunstall Reservoir is situated approximately 4km upstream, on Waskerley Beck (to the west). A sudden failure of the reservoir may result in a rapid increase in Water Containment Structures water levels within close proximity of the site.

The River Wear flows beneath the railway line approximately 200m downstream of the site. A blockage of the railway crossing during a flooding event may result in Maintenance Regime an increase in flood levels within the site.

PPS25 Constraints to Development

There is no evidence of regular historical flooding within the site, however modelling of the River Wear does indicate a potential risk of river flooding, affecting a Overview of Flood Risk relatively large proportion of the developable area. The maximum depth of flooding (within low lying areas in close proximity to the river corridor) is significant, and is likely to pose a potential risk to life.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be permitted within that proportion of the site, designated as Zone 3b Functional Floodplain. The depth of flooding within this area is significant, and cannot be safely mitigated. Residential development may only be considered in the remainder of the site following application of the Sequential and Exception Tests. It is highlighted Permissible Land Use however that the depth of flooding throughout a relatively large proporton of Zone 3a exceeds 1m, and therefore the safe mitigation of flood risk (for housing) may not be feasible. It is recommended that careful consideration be given to less vulnerable (non-residential) use for these areas of the site. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

There are no formal and/or informal defences providing protection to the site. A qualitative appraisal of the potential risk to the site as a result of a failure of Residual Risk of Flooding Tunstall Reservoir should be carried out as part of the FRA. This should consider the long term responsibility for maintenance and management of the dam, and consequently the likelihood of failure over the longer term.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 136.1mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising (e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site. It is noted that land raising will not be permitted within that area of the site that falls within Zone 3b Functional Floodplain.

The geology of the local area is characterised by relatively low permeability soils, and therefore infiltration drainage techniques may not function effectively. The storage of runoff on site may therefore be required, in basins, ponds, or (less desirable) tanked systems. There are a number of localised 'low points' within the site Site Drainage in which ponding may occur, and it is recommended that on site drainage (storage) facilities are directed towards these areas. Overland runoff is expected to flow from the north, i.e. over Durham Road, during heavy rainfall. This must be considered as part of the drainage design to avoid localised flooding within the site.

Buildings should be avoided within the area of the site designated as Zone 3b Functional Floodplain. Flood depths throughout a relatively large proportion of the remainder of the site exceed 1m, and therefore housing is not recommended in flood affected areas (i.e. Zone 3a). Housing should be restricted only to the north portion of the site, adjoining Durham Road, designated as Zone 1 & Zone 2. Housing should be avoided in the higher areas to the south of the site, adjoining the Site Layout River Wear, as these areas will be surrounded by floodwaters in the 1% (1 in 100) event. Buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) to Durham Road should be provided for any housing within the site. If the site is Site Access developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Significant Flooding Constraint Site Reference: 2/CH/14

Location: Chester-le-Street Site Credentials

Previous (Existing) Land Use Undeveloped (5 - 9 South Burns)

Proposed Land Use Housing

Minimum Site Level 11.8mAOD

Maximum Site Level 19.9mAOD

% Site within Zone 3b 60%

% Site within Zone 3a 65%

% Site within Zone 2 85%

Site Geology Limestone geology, overlain by till. Relatively high permeability soils.

Historical Flooding:

- River flooding There has been no observed historical river flooding within the site

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 13.3mAOD

Maximum 5% (1 in 20) flood depth (m) 1.5

Average 5% (1 in 20) flood depth (m) Notionally 0.1m1

Indicative flow velocity through site 5% (1 in 20) 2.2m/s

Approximate 1% (1 in 100) flood level 13.3mAOD

Maximum 1% (1 in 100) flood depth (m) 1.5

Average 1% (1 in 100) flood depth (m) Notionally 0.1m1

Indicative flow velocity through site 1% (1 in 100) 2.2m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 75%

Approximate Increase in Max Depth in 1% (1 in 100) 0.25m Risk of Flooding from the Sea

Description There is no risk of tidal flooding Risk of Flooding from Surface Water

Description A small area of the north west corner of the site may be subject to relatively shallow ponding (<100mm) following heavy rainfall.

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

The Chester Burn has been heavily modified & culverted in this area to make way for development. Any blockages are likely to result in an increase in the Maintenance Regime frequency and severity of flooding within the low lying areas of the natural river valley.

PPS25 Constraints to Development

There is no evidence of regular historical flooding within the site, however modelling of the Chester Burn does indicate a potential risk of river flooding, affecting Overview of Flood Risk a relatively large proportion of the developable area.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be permitted within that proportion of the site, designated as Zone 3b Functional Floodplain. Residential development may only be considered in the remainder of the site following application of the Sequential and Exception Tests. The SFRA indicates that there is a relatively high degree of uncertainty in the predicted Permissible Land Use flood extent within the site, and this should be investigated further as part of the detailed site based FRA. Nothwithstanding this however, it is recommended that careful consideration be given to less vulnerable (non-residential) use for the site. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 Flood Risk Assessment (FRA) SFRA.

Residual Risk of Flooding There are no formal and/or informal defences providing protection to the site.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 13.9mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising (e.g. provision of disabled access).

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by relatively high permeability soils, and therefore infiltration drainage techniques are likely to function effectively. Site Drainage An area of relativley low lying ground has been identified to the north west corner of the site in which ponding may occur, and it is recommended that site drainage is directed towards this natural depression for management purposes if at all possible.

Buildings should be avoided within the area of the site designated as Zone 3b Functional Floodplain. Housing should be restricted to the elevated south portion of the site, designated as Zone 1 & Zone 2. The site is an important flow route, and floodwater will flow across the site at a relatively high velocity during Site Layout flooding conditions. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, buildings and landscaping should be oriented (and designed) to minimise the potential displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) to Ashley Terrace should be provided for any housing within the site. If the Site Access site is developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

1 It is highlighted that the interrogation of modelled EA flood zones within this area indicates a relatively high degree of uncertainty relating to the delineation of flood extents on the southern back of the river at this location. For this reason, the best available information has been provided for SFRA purposes, however it is expected that the flood depths provided may be a conservative estimate (i.e. over predicted). It is recommended that the detailed site based FRA provides a thorough review of predicted flood levels within this location should the site be taken forward for development.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Significant Flooding Constraint Site Reference: 3/SP/17

Location: Near Stanhope

Site Credentials

Previous (Existing) Land Use Existing depot (carpark) ajdacent Shittlehope Burn Farm

Proposed Land Use Housing

Minimum Site Level 192.9mAOD

Maximum Site Level 194.1mAOD

% Site within Zone 3b 0%

% Site within Zone 3a 100%

% Site within Zone 2 100%

Site Geology Limestone geology, overlain by till. Relatively low permeability soils.

Historical Flooding:

- River flooding There has been no observed historical river flooding within the site

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level -

Maximum 5% (1 in 20) flood depth (m) -

Average 5% (1 in 20) flood depth (m) -

Indicative flow velocity through site 5% (1 in 20) -

Approximate 1% (1 in 100) flood level 194.2mAOD

Maximum 1% (1 in 100) flood depth (m) 1.3

Average 1% (1 in 100) flood depth (m) 0.7

Indicative flow velocity through site 1% (1 in 100) 0.4m/s

Presence of Formal Flood Defences There are no formal defences providing protection against flooding to the site

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 100%

Approximate Increase in Max Depth in 1% (1 in 100) 0.5m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

Description There is no anticipated risk of surface water ponding and/or overland flow through the site

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

Maintenance Regime There are no evident constrictions downstream that may pose a potential risk of blockage to the River Wear and/or Shittlehope Burn

PPS25 Constraints to Development

There is no evidence of regular historical flooding within the site, however the information provided by the Environment Agency does indicate a potential risk of river Overview of Flood Risk flooding, affecting the entire site (and surrounds). It is important to emphasis that the detailed (site based) FRA to consider the potential risk of flooding from both the River Wear and Shittlehope Burn

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Residential development may only be considered within the site following application of the Sequential and Exception Tests. It is highlighted however that the extent of flooding Permissible Land Use within & around the site in the 1% (1 in 100) event is extensive, and therefore the safe mitigation of flood risk (for housing) may not be feasible. It is recommended that careful consideration be given to less vulnerable (non-residential) use for these areas of the site. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

Residual Risk of Flooding There are no formal and/or informal defences providing protection to the site.

Floor levels should be situated a minimum of 600mm above the 1% (1 in 100) design flood level, including an allowance for climate change. This flood level is Floor Levels estimated to be approximately 195.0mAOD, however this should be confirmed as part of the detailed FRA. Finished floor levels must be agreed with the Council and the Environment Agency, taking into consideration any design constraints that may prevent their raising.

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by relatively low permeability soils, and therefore infiltration drainage techniques may not function effectively. The Site Drainage storage of runoff on site may therefore be required, in basins, ponds, or (less desirable) tanked systems.

The site is an important flow route, and floodwater will flow across the site during flooding conditions. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, buildings and landscaping should be oriented (and designed) to minimise the potential Site Layout displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

A dry route of escape (above the 1% (1 in 100) flood level including climate change) to the A689 should be sought for any housing within the site, however it is Site Access important that this does not increase flood levels elsewhere. If the site is developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank and/or 5m from the toe of a flood defence. This buffer is required to Adjacent to Rivers provide machine access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Significant Flooding Constraint Site Reference: 3/HW/02

Location: Howden-le-Wear

Site Credentials

Previous (Existing) Land Use Hargill Haven

Proposed Land Use Housing

Minimum Site Level 121.1mAOD

Maximum Site Level 123mAOD

% Site within Zone 3b 82%

% Site within Zone 3a 98%

% Site within Zone 2 100%

Site Geology Limestone geology, overlain by till. Relatively low permeability soils.

Historical Flooding:

- River flooding The site has been subject to historical river flooding

- Surface water flooding There are no observed incidents of historical surface water flooding within, or nearby, the site

- Groundwater flooding There has been no observed historical groundwater flooding within the site

Risk of Flooding from Rivers

Approximate 5% (1 in 20) flood level 122.2mAOD

Maximum 5% (1 in 20) flood depth (m) 1.1

Average 5% (1 in 20) flood depth (m) 0.3

Indicative flow velocity through site 5% (1 in 20) 1.1m/s

Approximate 1% (1 in 100) flood level 122.5mAOD

Maximum 1% (1 in 100) flood depth (m) 1.4

Average 1% (1 in 100) flood depth (m) 0.6

Indicative flow velocity through site 1% (1 in 100) 1.1m/s

It is understood that the Environment Agency holds evidence that the site was affected by river flooding in 2009. This information was not made available for the Presence of Formal Flood Defences purposes of this SFRA.

Presence of Informal Flood Defences There are no informal defences providing protection against flooding to the site

Flood Warning There are no Environment Agency flood warnings provided within this area

Impact of Climate Change (1% (1 in 100) event)

% Site in 1% (1 in 100) plus Climate Change 100%

Approximate Increase in Max Depth in 1% (1 in 100) 0.1m

Risk of Flooding from the Sea

Description There is no risk of tidal flooding

Risk of Flooding from Surface Water

Description There is no anticipated risk of surface water ponding and/or overland flow through the site

Risk of Flooding from Groundwater

Description There is no known risk of groundwater flooding

Residual Risk of Flooding

Failure of Flood Defences There is no residual risk of possible flood defence failure

Water Containment Structures There are no known reservoirs situated upstream of the site that may pose a potential risk of rapid river level rise

The local watercourse flows beneath Hargill Road just downstream of the site. A blockage of the crossing during a flooding event may result in an increase in flood Maintenance Regime levels within the site.

PPS25 Constraints to Development

There is no evidence of historical flooding within the site, however interrogation of the local watercourse does indicate a potential risk of river flooding, affecting a Overview of Flood Risk large proportion of the site in a 5% (1 in 20) design event.

Developers are required to comply with the permissible land uses set out in Table D.3 of PPS25, described in Section 6.2 of the Level 1 SFRA. Housing should not be permitted within this site. It is recommended that careful consideration be given to designating the site as 'floodplain' within the LDF. If development is permitted, Permissible Land Use this should be restricted to water compatible uses or essential infrastructure, in accordance with PPS25. It is essential that any proposed development within the site is designed in such a way as to encompass the mitigation measures outlined below.

Flood Risk Assessment (FRA) A detailed (Level 3) site-based FRA will be required at the Planning Application stage. This should be completed in accordance with Section 7.1 of the Level 1 SFRA.

Residual Risk of Flooding There are no formal and/or informal defences providing protection to the site.

Floor Levels The site is situated almost entirely within Zone 3b Functional Floodplain. Any buildings within the site should be designed to be resiliant to flooding.

Any loss of floodplain due to the raising of floor and/or site levels must be mitigated to prevent an increase in flood levels elsewhere. Compensatory floodplain Mitigation of Flood Levels storage will be required, provided on a 'level for level' basis, and this should be situated within the boundaries of the proposed development site.

The geology of the local area is characterised by relatively low permeability soils, and therefore infiltration drainage techniques may not function effectively. The Site Drainage storage of runoff on site may therefore be required, in basins, ponds, or (less desirable) tanked systems.

The site is an important flow route, and floodwater will flow across the site during flooding conditions. Any obstructions to this flow path may result in an increase in the frequency and/or severity of flooding elsewhere. For this reason, buildings and landscaping should be oriented (and designed) to minimise the potential Site Layout displacement of floodwater and/or impedance of overland flow. Compensatory flood storage will be required within the site, as described in 'Mitigation of Flood Levels' above.

If the site is developed for non-residential purposes, then the route of escape should be deemed 'safe' in flooding conditions, in accordance with Section 22 of Site Access FD2320 (Defra, 2005).

The Environment Agency will require a minimum buffer of 5m to the top of the riverbank, including culverted reaches. This buffer is required to provide machine Adjacent to Rivers access to the river for routine maintenance purposes, and to enable emergency response during a flooding situation.

Durham County Council Level 2 SFRA (March 2010) HOUSING SITES - Significant Flooding Constraint Historical Flooding Site Subject to % Site Area Affected 1% (1 in 100) Event Level 1 SFRA (Appendix L) Map Name Area District PPS25 Zone River SurfaceWaterOverland Flow Zone3b Zone3a Zone 2 Flood Level (mAOD) Average Depth (m) Reference - SUDS1 Adjacent to the Pulverite Plant Willington 1.421 Wear Valley 1 c4 All Saints Industrial Estate North 2.564 Sedgefield 1 d4 All Saints Industrial Estate South 2.907 Sedgefield 1 d4 All Saints Industrial Estate South 26.961 Sedgefield 1 d4 All Saints Industrial Estate South East 1.146 Sedgefield 1 d4 All Saints Proposed Business Area 1.446 Sedgefield 1 yes d4 All Saints Proposed Business Area 2.306 Sedgefield 1 yes d4 Auckland Park 1.167 Wear Valley 1 d4 Aycliffe IE - Heart of the Park - Durham Way South 0.194 Sedgefield 1 yes d4 Aycliffe IE - Heart of the Park - Rembrandt Way 1.831 Sedgefield 2 yes 38% d4 Aycliffe IE - Heart of the Park - Welbury Way 1.202 Sedgefield 3a yes 100% 100% 78.9 0.1 d4 Aycliffe IE - Heart of the Park - Welbury Way 2.230 Sedgefield 3a yes 90% 91% 80.1 0.1 d4 Aycliffe IE - North East - Burtree Road 0.263 Sedgefield 1 d4 Aycliffe IE - North East - Durham Way North 0.266 Sedgefield 1 d4 Aycliffe IE - North East - Groat Drive 0.681 Sedgefield 1 yes d4 Aycliffe IE - North East - Howden Road 1.900 Sedgefield 1 d4 Aycliffe IE - North East - St Cuthberts Way 1.966 Sedgefield 1 yes d4 Aycliffe IE - North West - Hilton Road 0.275 Sedgefield 1 d4 Aycliffe IE - North West - Jowett Way 1.355 Sedgefield 1 yes d4 Aycliffe IE - North West - Leaside 0.154 Sedgefield 1 d4 Aycliffe IE - North West - Northfield Way 1.298 Sedgefield 1 d4 Aycliffe IE - North West - Preston Road 8.491 Sedgefield 1 yes d4 Aycliffe IE - South West - Beaumont Way 0.616 Sedgefield 1 yes d4 Aycliffe IE - South West - Cumbie Way 0.188 Sedgefield 1 yes d4 Aycliffe Industrial Estate 252.834 Sedgefield 3a yes 3% 4% 78.2 0.4 d4 Aycliffe Industrial Park - Heart Of The Park 17.238 Sedgefield 3a yes 2% 9% 82.4 0.2 d4 Berry Edge/Ponds Court 1.527 Derwentside 1 yes b3 Bishop Auckland Commercial Sector 3.347 Wear Valley 1 yes c4 Blackhall Industrial Estate 1.991 Easington 1 c6 Bondisle Way Stanhope 1.962 Wear Valley 3b yes 5% 21% 56% 194.4 0.5 c2 Bowes Industrial Estate Long Term 1.156 Teesdale 1 e1 Bowes Offices 2.184 Chester Le Street 1 b4 Bracken Hill Business Park 21.296 Easington 1 yes c5 Brack's Farm Bishop Auckland 9.385 Wear Valley 1 yes c4 Bradley Shops (South) 0.921 Derwentside 1 b3 Bradley Workshops Industrial Estate 3.909 Derwentside 1 b3 CA Roofing Extention Short Term 2.352 Teesdale 1 d3 CA Roofing Short Term 0.149 Teesdale 1 d3 Carr House 0.956 Derwentside 1 b3 Castle Gardens Stanhope 0.872 Wear Valley 1 yes c2 Castleside 0.580 Derwentside 1 b3 Castleside Industrial Estate 6.239 Derwentside 1 b3 Chilton Industrial Estate 42.275 Sedgefield 1 yes c4 Chilton Industrial Estate - Avenue 1 0.717 Sedgefield 1 c4 Chilton Industrial Estate - Smith Way North 5.581 Sedgefield 1 yes c4 Chilton Industrial Estate - Smith Way West 0.770 Sedgefield 1 c4 Chilton Industrial Estate - West of Chilton 1.015 Sedgefield 1 c4 Chilton Proposed Prestige Estate - East 15.350 Sedgefield 1 yes c4 Chilton Proposed Prestige Estate - East 22.570 Sedgefield 1 yes c4 Chilton Proposed Prestige Estate - West 4.988 Sedgefield 1 yes c4 Cockfield Industrial Estate Short Term 0.295 Teesdale 1 d3 Cold Heseldon Industrial Estate 8.744 Easington 1 b5 Co-operative Workshops 1.276 Chester Le Street 1 b4 Cornforth Industrial Estate 4.725 Sedgefield 1 c5 Coundon Industrial Estate 8.224 Wear Valley 1 yes c4 Coundon Industrial Estate Extension 9.304 Wear Valley 1 yes c4 Craghead Industrial Estate 2.158 Derwentside 1 yes b4 Crook Business Centre 0.526 Wear Valley 1 c4 Crookhall 7.729 Derwentside 1 yes b3

Durham County Council Level 2 SFRA (March 2010) Page 1 of 5 EMPLOYMENT SITES Historical Flooding Site Subject to % Site Area Affected 1% (1 in 100) Event Level 1 SFRA (Appendix L) Map Name Area District PPS25 Zone River SurfaceWaterOverland Flow Zone3b Zone3a Zone 2 Flood Level (mAOD) Average Depth (m) Reference - SUDS1 Crookhall Extension 0.461 Derwentside 1 b3 Crookhall Extension 1.037 Derwentside 1 yes b3 Dabble Duck/Shildon Industrial Estate 6.143 Sedgefield 1 Yes yes d4 Dale Road Industrial Estate 0.527 Sedgefield 1 yes d4 Dale Road Industrial Estate 3.298 Sedgefield 1 yes d4 Dan's Castle, Tow Law 1.665 Wear Valley 1 c3 Dawdon Industrial Estate 13.911 Easington 1 b5 Dean & Chapter IE - N of entrance road 0.444 Sedgefield 1 c4 Dean and Chapter Industrial Estate 4.393 Sedgefield 1 yes c4 Delves Lane Western end 0.654 Derwentside 1 b3 Delves Lane Industrial Estate 23.430 Derwentside 1 Yes b3 Delves Lane North 5.284 Derwentside 1 b3 Delves Lane north extension 5.755 Derwentside 1 b3 Delves Lane South of entrance 1.467 Derwentside 1 b3 Derwentdale 0.556 Derwentside 1 yes b3 Derwentside Business Park 7.044 Derwentside 1 yes b3 Derwentside Business Park (north east) 0.512 Derwentside 1 b3 Derwentside Business Park (west) 0.695 Derwentside 1 b3 Drum 0.443 Chester Le Street 1 a2 Drum 32.527 Chester Le Street 1 yes a2 Drum Extension 4.193 Chester Le Street 1 yes a2 Drum Extension 14.430 Chester Le Street 1 yes a2 Drum Extension 18.150 Chester Le Street 1 yes a2 Drum Park 7.478 Chester Le Street 1 yes a2 Dunelm Ind Est Willington 1.954 Wear Valley 1 yes c4 East of Blairs Stanhope 3.191 Wear Valley 3b Yes yes 1% 22% 50% 193.3 0.2 c2 EMP13a Redhills 1.289 Durham 1 Yes b4 EMP13b Durham Station Car Park 0.772 Durham 1 b4 EMP2 Durham Science Park 6.847 Durham 1 b4 EMP3 Mount Oswald 37.895 Durham 1 yes b4 EMP4(1) Abbeywoods Business Park 4.063 Durham 1 b4 EMP4(2) Belmont Business Park 6.384 Durham 1 yes b4 EMP4(3) Aykley Heads Business Park 6.960 Durham 1 b4 EMP5a Belmont Industrial Estate 35.235 Durham 1 Yes yes b4 EMP5b Bowburn North Industrial Estate 32.692 Durham 1 Yes yes c5 EMP6 Belmont Industrial Estate 2.458 Durham 1 yes b4 EMP7 Tursdale Rail Freight Terminal reserved site 134.470 Durham 3a yes 6% 7% c4 EMP7 Tursdale Rail Freight Terminal/Industrial sit 51.566 Durham 3a Yes yes 1% 1% c5 EMP8a Dragonville Industrial Estate 38.177 Durham 1 yes b4 EMP8b Langley Moor/Littleburn Industrial 28.426 Durham 1 yes c4 EMP8d Bowburn South Industrial Estate 16.588 Durham 1 Yes yes c5 EMP8e Abbey Road Industrial Estate 11.442 Durham 1 yes b4 EMP9a Bearpark Industrial Site 4.544 Durham 1 yes b4 EMP9b Coxhoe Industrial Site 3.613 Durham 1 Yes yes c5 EMP9c Meadowfield Industrial Estate 75.119 Durham 1 yes c4 EMP9c Quarrington Hill Industrial Site 0.928 Durham 1 c5 EMP9d Sherburn VIllage Industrial Site 0.831 Durham 1 yes b4 EMP9e Sherburn Hill Industrial Site 4.960 Durham 1 b5 Esh Winning 4.043 Derwentside 1 yes b3 Esh Winning - Extension 4.092 Derwentside 1 yes 0% 0% b3 Evenwood Engineering Extention Short Term 2.664 Teesdale 1 yes d4 Extension to Dan's Castle, Tow Law 0.625 Wear Valley 1 c3 Fieldon Bridge Tindale Crescent Bishop Auckland 10.263 Wear Valley 3a yes 1% 5% d4 Fishburn Industrial Estate - Fishburn East 0.379 Sedgefield 1 yes c5 Fishburn Industrial Estate - Fishburn East 4.576 Sedgefield 1 yes c5 Fishburn Industrial Estate - Fishburn South East 0.790 Sedgefield 1 yes c5 Fishburn Industrial Estate - Fishburn West 0.415 Sedgefield 1 yes c5 Former Berry Edge Workshops 2.338 Derwentside 1 yes b3 Fox Cover Industrial Estate 20.524 Easington 1 b5

Durham County Council Level 2 SFRA (March 2010) Page 2 of 5 EMPLOYMENT SITES Historical Flooding Site Subject to % Site Area Affected 1% (1 in 100) Event Level 1 SFRA (Appendix L) Map Name Area District PPS25 Zone River SurfaceWaterOverland Flow Zone3b Zone3a Zone 2 Flood Level (mAOD) Average Depth (m) Reference - SUDS1 Front Street 0.292 Chester Le Street 1 b4 Frosterley 1.372 Wear Valley 3b Yes yes 11% 30% 74% 164.0 0.7 c3 Furnace Pit Industrial Estate 0.122 Sedgefield 1 d4 Furnace Pit Industrial Estate 4.930 Sedgefield 1 yes d4 Fylands Bishop Auckland 2.965 Wear Valley 3a yes 6% 8% d4 Gainford Long Term 1.108 Teesdale 3a 29% 78% 69.3 0.2 e3 Genesis North 20.254 Derwentside 1 yes b3 Genesis South 18.361 Derwentside 1 Yes yes b3 George Reynolds Industrial Estate 3.643 Sedgefield 1 d4 George Street Industrial Estate, Seaham 0.645 Easington 1 Yes b5 Green Lane Industrial Estate 1.132 Sedgefield 1 c4 Green Lane Industrial Estate 1.757 Sedgefield 1 yes c4 Green Lane Industrial Estate 1.831 Sedgefield 1 c4 Green Lane Industrial Estate 4.107 Sedgefield 1 c4 Green Lane Industrial Estate 5.784 Sedgefield 1 c4 Green Lane Industrial Estate 82.427 Sedgefield 1 yes c4 Greencroft - Central East 0.916 Derwentside 1 yes b3 Greencroft - North East 3.195 Derwentside 1 yes b3 Greencroft - North West 2.370 Derwentside 1 yes b3 Greencroft - Park Head 0.488 Derwentside 1 b3 Greencroft - South East 2.205 Derwentside 1 b3 Greencroft - South West 6.942 Derwentside 1 b3 Greencroft - South West 35.694 Derwentside 1 yes b3 Greenfields 14.045 Wear Valley 1 d4 Greenfields Extension 10.639 Wear Valley 1 yes d4 GSK Long term 1 1.604 Teesdale 3a yes 13% 17% d3 GSK Long Term 2 1.417 Teesdale 3a yes 12% 17% d3 GSK Long Term 3 1.357 Teesdale 1 d3 Hackworth Park Industrial Estate 15.378 Sedgefield 1 yes d4 Hamsterley 0.115 Derwentside 1 a1 Hamsterley Industrial Estate 1.795 Derwentside 1 a1 Harelaw 2.748 Derwentside 1 a1 Harelaw Extension 1.915 Derwentside 1 yes a1 Harelaw Industrial Estate 26.749 Derwentside 1 yes a1 Harmire Long Term 0.140 Teesdale 1 d3 Harmire Short Term 1 0.300 Teesdale 1 d3 Harmire Short Term 2 0.276 Teesdale 1 d3 Hawthorn Cokeworks 30.251 Easington 1 b5 Heighington Lane 2.156 Sedgefield 1 yes d4 Heighington Lane - Long Tens Way 3.259 Sedgefield 1 yes d4 Heighington Lane - Long Tens Way SE 0.910 Sedgefield 1 d4 Heighington Lane - Long Tens Way W 3.988 Sedgefield 1 yes d4 Heighington Lane - St Andrews Way 6.365 Sedgefield 1 d4 Heighington Lane - West of Filtronic 22.646 Sedgefield 1 yes d4 Heighington Lane West 53.444 Sedgefield 3a yes 10% 10% d4 Heighington Lane/Aycliffe Prestige 93.602 Sedgefield 3a yes 0% 0% d4 High Hope Street Industrial Site Crook 0.978 Wear Valley 3a yes 2% 3% c4 Hobson - Frontage 0.674 Derwentside 1 a1 Hobson Extension - North 2.098 Derwentside 1 yes a1 Hobson Industrial Estate 2.314 Derwentside 1 a1 Hobson Industrial Estate 23.574 Derwentside 1 yes a1 Hownsgill east side 7.255 Derwentside 1 yes b3 Hownsgill south side 3.503 Derwentside 1 b3 Hownsgill west side 10.456 Derwentside 1 yes b3 Hownsgill west side 27.043 Derwentside 1 yes b3 Hutton Villa Depot/Sedgefield Station IE - E 0.394 Sedgefield 1 d5 Hutton Villa Depot/Sedgefield Station IE - NE 0.107 Sedgefield 1 d5 Inkerman, Tow Law 1.643 Wear Valley 1 c3 Kimblesworth Colliery Yard 1.629 Chester Le Street 1 yes b4

Durham County Council Level 2 SFRA (March 2010) Page 3 of 5 EMPLOYMENT SITES Historical Flooding Site Subject to % Site Area Affected 1% (1 in 100) Event Level 1 SFRA (Appendix L) Map Name Area District PPS25 Zone River SurfaceWaterOverland Flow Zone3b Zone3a Zone 2 Flood Level (mAOD) Average Depth (m) Reference - SUDS1 Kingfisher Industrial Estate, Seaham 0.612 Easington 1 b5 Lambton Street Ind Est - north 3.379 Sedgefield 1 Yes d4 Lambton Street Ind Est - south 4.404 Sedgefield 1 d4 Lambton Street Proposed Ind Est north 7.134 Sedgefield 1 d4 Lambton Street Proposed Ind Est south 4.384 Sedgefield 1 d4 Langley Park North Extension 2.455 Derwentside 1 yes b4 Langley Park North Industrial Estate 4.002 Derwentside 1 yes b4 Langley Park South 11.155 Derwentside 3a yes 6% 7% b4 Laurel Way Bishop Auckland 0.441 Wear Valley 1 yes c4 Leadgate Ind Est (west) 1.413 Derwentside 1 b3 Leadgate Ind Est Extension (east) 1.018 Derwentside 1 b3 Leadgate Industrial Estate 9.888 Derwentside 1 yes b3 Low Willington Industrial Estate, Willington 21.529 Wear Valley 1 yes c4 Lumley Brickworks 0.856 Chester Le Street 1 b4 Lumley Brickworks 0.994 Chester Le Street 1 b4 Lumley Sixth Pit 0.290 Chester Le Street 1 b4 Lumley Sixth Pit 4.177 Chester Le Street 1 yes b4 Mainsforth Industrial Estate - At back of estate 1.838 Sedgefield 1 yes c5 Mainsforth Industrial Estate, Ferryhill Station 10.156 Sedgefield 1 yes c5 Malton 2.519 Derwentside 1 yes b3 Merrington Lane - Coulson Street 0.702 Sedgefield 1 c4 Merrington Lane - Coulson Street - North 0.154 Sedgefield 1 c4 Merrington Lane IE - South 26.143 Sedgefield 1 yes c4 Merrington Lane IE - South 48.378 Sedgefield 1 yes c4 Morrison Busty North 0.138 Derwentside 1 b3 Morrison Busty North (East) 2.462 Derwentside 1 yes b3 Morrison Busty North Industrial Estate 6.961 Derwentside 1 yes b3 Morrison Busty South Industrial Estate 6.482 Derwentside 1 yes b3 Morrison Service Industrial Estate 11.760 Derwentside 1 Yes yes b3 Net Park - Phase 2 4.167 Sedgefield 1 c5 Net Park - Phase 2 19.436 Sedgefield 1 yes c5 Net Park - Plots 3, 7-12 7.336 Sedgefield 1 c5 Net Park - Plots 3, 7-12 16.070 Sedgefield 1 c5 Number One - north 1.407 Derwentside 1 yes b3 Number One - south 0.471 Derwentside 1 b3 Number One Industrial Estate 34.080 Derwentside 1 yes b3 Old Eldon/ Middridge Drift IE 0.947 Sedgefield 1 yes d4 Park Road 2.309 Derwentside 1 b3 Park Road North 0.178 Derwentside 1 b3 Park Road North 1.015 Derwentside 1 yes b3 Pelton Fell Banks 0.188 Chester Le Street 1 b4 Pelton Fell Banks 0.511 Chester Le Street 1 b4 Peterlee North East Industrial Estate 34.834 Easington 1 b5 Peterlee North West Industrial Estate 141.131 Easington 1 yes b5 Peterlee South West Industrial Estate 70.428 Easington 1 yes b5 Randolph Coke Work Long Term 0.606 Teesdale 1 d3 Randolph Coke works (Contaminated Site) Long Term 2.161 Teesdale 1 d3 Romanway 9.548 Wear Valley 3a yes 12% 15% 94.8 0.3 d4 Romanway Extension 5.085 Wear Valley 3a yes 41% 59% 94.4 0.1 d4 Sacriston Colliery 0.437 Chester Le Street 1 yes b4 Sacriston Colliery 3.605 Chester Le Street 1 yes b4 Sacriston Colliery Extension 0.771 Chester Le Street 1 b4 Seaham Grange Industrial Estate 26.726 Easington 1 b5 Seaview Industrial Estate 22.415 Easington 1 b5 Sedgefield General Industrial Estate 3.820 Sedgefield 1 c5 Sedgefield General Industrial Estate 17.186 Sedgefield 1 yes c5 Shotton Colliery Industrial Estate 1.863 Easington 1 yes b5 South Church Enterprise Park 28.688 Wear Valley 2 1% d4 South Hetton Industrial Estate 2.121 Easington 1 b5

Durham County Council Level 2 SFRA (March 2010) Page 4 of 5 EMPLOYMENT SITES Historical Flooding Site Subject to % Site Area Affected 1% (1 in 100) Event Level 1 SFRA (Appendix L) Map Name Area District PPS25 Zone River SurfaceWaterOverland Flow Zone3b Zone3a Zone 2 Flood Level (mAOD) Average Depth (m) Reference - SUDS1 South of Seaham Reserve Site 66.872 Easington 1 b5 Spiracon 0.175 Derwentside 1 yes b3 St Helen Auckland Extension 2.183 Wear Valley 1 yes d4 St Helens Industrial Estate 19.862 Wear Valley 2 yes 0% d4 St John's Chapel Industrial Site 0.272 Wear Valley 2 67% c2 St John's Chapel Industrial Site Extension 0.659 Wear Valley 2 yes 13% c2 Staindrop Industrial Estate Long Term 1.588 Teesdale 1 yes d3 Stainton Grove Industrial Estate 0.176 Teesdale 1 d3 Stainton Grove Industrial Estate Units B,C & D 0.121 Teesdale 1 d2 Stainton Grove Industrial Estate Units B,C & D 0.443 Teesdale 1 d3 Station Approach/Turnpark 1.937 Chester Le Street 1 Yes yes b4 Stella Gill 0.531 Chester Le Street 1 yes b4 Stella Gill East (at entrance to Estate) 1.303 Chester Le Street 1 b4 Stella Gill East (Central Field) 6.862 Chester Le Street 1 yes b4 Stella Gill East (Central Field) 18.221 Chester Le Street 1 yes b4 Stella Gill Fertilizer Works 1.120 Chester Le Street 1 yes b4 Stella Gill West 1.581 Chester Le Street 1 yes b4 Tanfield Lea North Industrial Estate 0.339 Derwentside 1 a1 Tanfield Lea North Industrial Estate 0.412 Derwentside 1 a1 Tanfield Lea North Industrial Estate 1.720 Derwentside 1 yes a1 Tanfield Lea North Industrial Estate 3.485 Derwentside 3a Yes yes 6% 15% a1 Tanfield Lea North Industrial Estate 7.640 Derwentside 2 yes 0% a1 Tanfield Lea North Industrial Estate 43.176 Derwentside 3a Yes yes 3% 5% a1 Tanfield Lea South - East 3.702 Derwentside 1 yes a2 Tanfield Lea South - Extension 3.671 Derwentside 1 a2 Tanfield Lea South - West 1.753 Derwentside 1 a2 Tanfield Lea South Industrial Estate 27.085 Derwentside 1 yes a2 The Grove 1.935 Derwentside 1 yes b3 Thistleflat Crook 7.582 Wear Valley 3b yes 1% 1% 1% c4 Thistleflat Industrial Estate Extension 7.806 Wear Valley 1 yes c4 Thistleflat Industrial Site Crook 10.544 Wear Valley 3b yes 5% 13% 13% 142.8 0.4 c4 Thornley Station Industrial Estate 9.445 Easington 1 yes c5 Tindale Crescent 5.248 Wear Valley 1 yes d4 Tindale Crescent 10.439 Wear Valley 1 Yes yes d4 Trimdon Garage Depot 0.460 Sedgefield 1 c5 Trimdon Grange Depot 3.920 Sedgefield 1 yes c5 Tudhoe Industrial Estate 5.340 Sedgefield 1 yes c4 Vigo Lane 12.176 Chester Le Street 1 yes a2 Watling Street Ind Est (North) 1.638 Derwentside 1 yes b3 Watling Street Ind Est (South) 1.627 Derwentside 1 b3 Watling Street Industrial Estate 4.600 Derwentside 1 yes b3 Watling Wood 5.949 Derwentside 1 yes b3 Wesleyan Road Industrial Estate - Former gas works 1.039 Sedgefield 1 yes c4 Wesleyan Road Industrial Estate - Former Showroom 0.359 Sedgefield 1 c4 West Auckland 6.630 Wear Valley 3a Yes yes 1% 42% d4 West Auckland Extension 8.225 Wear Valley 3b yes 23% 44% 52% 103.1 0.1 d4 West Auckland Industrial Estate Extension 2.103 Teesdale 3a yes 22% 28% 102.2 0.3 d4 Westline 7.644 Chester Le Street 1 yes a2 Westline SW corner 1.391 Chester Le Street 1 yes a2 Wheatley Hill Industrial Estate 0.282 Easington 1 c5 Whitehouse Enterprise Park 21.323 Easington 1 yes b5 Wingate Grange Industrial Estate 4.452 Easington 1 yes c5 Witton Park 1.090 Wear Valley 1 yes c4 Wolsingham Extension 0.586 Wear Valley 1 yes c3 Wolsingham Industrial Site 1.142 Wear Valley 1 c3 Wolsingham Steel 4.588 Wear Valley 3a yes 95% 96% 133.8 0.7 c3 1 See attached summary for SUDS suitability across County (from Level 1 SFRA Appendix L)

Durham County Council Level 2 SFRA (March 2010) Page 5 of 5 EMPLOYMENT SITES

Name Type Date Location Area (ha) No. Historical River Flooding Historical SW Flooding PPS25 Zone1 Comments

Binchester Minerals Consultation Areas 2008 Binchester yes 3b Interrogated in Durham County M&W SFRA (2008)

Castle Dene Hurbuck Minerals Issues and Options Report 2008 Consett 3a Interrogated in Durham County M&W SFRA (2008)

Eldon Blue House New 2009 North of Shildon 216 1 yes 1

Field House New 2009 Rainton 7 1

Hummerbeck AOS Minerals Local Plan 2008 St Helen Auckland 3a Interrogated in Durham County M&W SFRA (2008)

Land north of Pittington Area of Search 2009 Pittington 195 2 yes 3a Less than 2% of site affected (river corridor)

Land North of Pittington Area of Search 2009 Sunderland 47 1

Marley Hill New 2009 Gatehead 89 1

Marley Hill New 2009 Tanfield 34 5 1

Randolph Minerals Issues and Options Report 2008 Evenwood 3a Interrogated in Durham County M&W SFRA (2008)

Washpool Craggs New 2009 Stanhope 5 3a Less than 2% of site affected (river corridor)

Witton le Wear Minerals Consultation Areas 2008 Witton le Wear yes yes 3b Interrogated in Durham County M&W SFRA (2008)

Witton Park Minerals Consultation Areas 2008 Witton Park yes yes 3b Interrogated in Durham County M&W SFRA (2008)

Wolsingham & Low Harperley Minerals Consultation Areas 2008 Wolsingham & Low Harperley yes 3b Interrogated in Durham County M&W SFRA (2008)

1 Highest risk of flooding within site

Durham County Council Level 2 SFRA (March 2010) MINERALS and WASTE