ES Appendices

West side of The Site lies beyond the trees the stadium and existing industrial units which lie behind

Viewpoint 3: View looking north along Sheldon Road towards the entrance to the Site. The Proposed Development will be screened by the trees which line the road. In winter it will be possible to make out the upper section of the new building and stack above the roofline of the existing buildings within the industrial estate but viewed only through the leafless branches.

Effect on the visual amenity of estate workers and visitors: Negligible.

Shelton Road Corby FIGURE 10.7.3 Energy Recovery Centre Viewpoint 3 Lighting mast south of the site

Viewpoint 4 : From Pywell Road looking north down Pywell Court. The upper section of the new building will be just visible, seen rising above the tree line. The upper section of the stack will be screened by the pine trees to the west of the units. The building and stack will be partially visible between the gaps between the industrial buildings further west along the road but will be seen in the context of these larger industrial units.

The effect on the visual amenity of road users and occupants will be Adverse of Minor significance.

Shelton Road Corby FIGURE 10.7.4 Energy Recovery Centre Viewpoint 4 Lighting mast south of the Site

Viewpoint 5: From Steel Road by Curver Way. It will be possible to glimpse the upper section of the stack when moving past the gap but it will be a fleeting view.

The effect on the visual amenity of road users will be Negligible.

Shelton Road Corby FIGURE 10.7.5 Energy Recovery Centre Viewpoint 5 Rockingham Stadium Willowbrook Industrial Estate SITE

Viewpoint 6 : From Phoenix way looking east. The proposed building and the stack will be visible close to where the cars are situated at a distance of over 1 km and will be viewed in the context of the existing industrial estate and surrounding area. This view is likely to be blocked by future development along Phoenix Way.

The effect on the visual amenity of road users will be Adverse of Minor significance.

Shelton Road Corby FIGURE 10.7.6 Energy Recovery Centre Viewpoint 6

APPENDIX 11

ECOLOGY AND NATURE CONSERVATION

APPENDIX 11.1 – PRELIMINARY ECOLOGICAL ASSESSMENT

Shelton Road, Corby Ecological Appraisal

June 2015

Entran

Shelton Road, Corby Ecological Appraisal

June, 2015

Entran

Version Date Author Checked Approved Final 11/06/2015 S Jackson E Glen R Coombes

Disclaimer

No part of this report may be copied or reproduced by any means without prior written permission from Keystone Environmental Limited. If you have received this report in error, please destroy all copies in your possession or control and notify Keystone Environmental Limited.

This report has been prepared for the exclusive use of the commissioning party and unless otherwise agreed in writing by Keystone Environmental, no other party may use, make use of or rely on the contents of the report. No liability is accepted by Keystone Environmental Limited for any use of this report, other than for the purposes for which it was originally prepared and provided.

Opinions and information provided in the report are on the basis of Keystone Environmental Limited using due skill, care and diligence in the preparation of the same and no explicit warranty is provided as to their accuracy. It should be noted and it is expressly stated that no independent verification of any of the documents or information supplied to Keystone Environmental Limited has been made. RT Ecological Appraisal V4.4 10/11/2014 Shelton Road, Corby June 2015 Ecological Appraisal

Contents

1.0 Executive Summary 1 2.0 Introduction 2 Background 2 Aims and Objectives 2 Site Context 3 3.0 Methodology 4 Desk Study 4 Field Survey 4 Results and Evaluation 4 Discussion and Recommendations 5 Nomenclature 5 Limitations 5 4.0 Results and Evaluation 6 Sites and Habitats Identified by the Desk Study 6 Habitats Identified on Site 13 EBP and Local BAP Habitats, and Networks of these Habitats Identified on Site 15 Protected Species 15 EBP and Local BAP Species 15 Contribution to the Wider Green Infrastructure Resource 15 Invasive Species 16 5.0 Relevant Legislation and Policy 24 Legislation 24 National Planning Policy 26 Regional Planning Policy 27 Local Planning Policy 28 6.0 Discussion and Recommendations 30 Changes to the Baseline 30 Overview of Potential Ecological Constraints Associated with the Proposed Development 30 Further Survey and Mitigation 30 7.0 References 36

Plans Drawing Number: 131773/4/dwg1 Desk Study Map Drawing Number: 131773/4/dwg2 Phase I Habitat Map

131733/4

Shelton Road, Corby June 2015 Ecological Appraisal

Appendices Appendix 1 Desk Study Details

Contact Details can be found at the end of this document

131733/4

Shelton Road, Corby June 2015 Ecological Appraisal

1.0 Executive Summary

1.1 Keystone Ecology was instructed by Entran to undertake an update Ecological Appraisal of land within the Willowbrook East Industrial Estate adjacent to Shelton Road, Corby, Northamptonshire (central Ordnance Survey grid reference SP 909 908). The survey was required to inform a proposed amendment to the existing planning permission for the erection of an ACT and Anaerobic Digestion facility (13/00079/WASTEFUL).

1.2 The baseline ecology of the site is not considered to have changed since the original Ecological Appraisal (Keystone Ecology, 2013).

1.3 In the absence of mitigation, the following ecological constraints and associated recommendations have been identified:

 Non-Statutory Sites; (Nene Valley NIA and pLWS), England Biodiversity Habitat (Deciduous Woodland) and White Clawed Crayfish - Installation of hoarding to avoid impacts associated with increased lighting and noise during the construction phase. Implementation of Pollution Prevention measures to avoid incidents to the Willow Brook. Implementation of measures to reduce dust deposition during construction; and

 Badger, Bats, Great Crested Newt, Reptiles and Breeding Birds – Adoption of a sensitive lighting strategy throughout the construction and operational phases of the development. Installation of hoarding to protect retained habitats and avoid lighting and noise. Avoidance of the clearance of suitable habitats in the first instance. Where this is not possible, minimal clearance only following a Precautionary Working Method Statement and replacement of habitats using native species, ideally of local provenance will be required.

1.4 In addition, a number of ecological enhancements have been proposed for the development. In combination with the mitigation measures as set out above, residual impacts are considered to be Negligible.

Shelton Road, Corby June 2015 Ecological Appraisal

2.0 Introduction

Background

2.1 Keystone Ecology was instructed by Entran to undertake an update Ecological Appraisal of land within the Willowbrook East Industrial Estate adjacent to Shelton Road, Corby, Northamptonshire (central Ordnance Survey grid reference SP 909 908). The survey was required to inform a proposed amendment to the existing planning permission for the erection of an ACT and Anaerobic Digestion facility (13/00079/WASTEFUL).

2.2 This report provides an update to the Ecological Appraisal conducted in 2013 by Keystone Ecology (Keystone Ecology, 2013) and assessment of any change in the baseline conditions with reference to the amended proposals for the development.

Aims and Objectives

2.3 The aim of the survey and supporting desk study was to satisfy the requirements of the National Planning Policy Framework (NPPF - see Section 5.0), identifying ecological features within or near the site that could potentially pose a constraint to the proposed development and opportunities for incorporating biodiversity enhancements into the development proposals. The following ecological features are relevant to this exercise:

 Statutory and local designated wildlife sites;

 England Biodiversity Priority (EBP) or local Biodiversity Action Plan (BAP) habitats and networks of these habitats;

 Ancient Woodland Inventory sites;

 Important hedgerows (as defined by The Hedgerows Regulations 1997);

 Veteran Trees, those listed under Tree Preservation Orders (TPOs) and trees within a Conservation Area;

 Legally protected species;

 EBP or local BAP species;

 The wider green infrastructure resource; and

 Invasive species.

2.4 This report has been produced with reference to current guidelines for preliminary ecological appraisal (CIEEM, 2013) and in accordance with BS42020:2013: Biodiversity - Code of Practice for Planning and Development.

Shelton Road, Corby June 2015 Ecological Appraisal

Site Context

2.5 The development site is located along the eastern perimeter of the Willowbrook East Industrial Estate and comprises a large car forecourt with thin strips of grassland, scrub and trees present along the site boundary.

2.6 Two further large car forecourts lie west of the site with numerous steel clad industrial units located to the south. Rockingham race track lies approximately 350 metres to the north of the site, with an area of mosaic of scrub, bare ground and deciduous woodland in between. The Willow Brook runs through the woodland to the north, parallel to the site.

Shelton Road, Corby June 2015 Ecological Appraisal

3.0 Methodology

Desk Study

3.1 Information from Northamptonshire Biodiversity Records Centre (NBRC)/Northants Bat Group(NBG) was received, and Natural England site designations accessed, on 4th June 2015. Information obtained was used to provide a background on ecological features in the vicinity of the site. Refer to Appendix 1 for details of records requested, search radii and sources of information.

Field Survey

3.2 The Extended Phase I Habitat Survey was undertaken on 28th May 2015 by an experienced ecologist from Keystone Ecology (Dr Sarah Jackson CEcol, CEnv, MCIEEM).

3.3 Phase I Habitat Survey (JNCC, 2010) is a standard technique for obtaining baseline ecological information for large areas of land in which the main vegetation types present within the survey area are mapped using a standard set of habitat categories. The site was surveyed using a modified version of this technique whereby an additional habitat category, ‘coarse grassland,’ was used to describe species-poor, unmanaged, secondary grasslands and an additional habitat category ‘non-native hedgerow’ was used to describe hedgerows comprised of at least 20% non-native species.

3.4 In addition to mapping, each of the main habitats within the survey area was described; including details of component plant species abundances (recorded using the DAFOR scale1).

3.5 Incidental observations of protected and/or EBP/local BAP species and the potential for such species to occur on site (and in the surrounding landscape where relevant) were also noted; however no specific protected/ EBP/local BAP species surveys were undertaken.

Results and Evaluation

3.6 Potential ecological constraints to development have been identified from desk study and field survey data using current development proposals. An ecological value has been assigned to each ecological feature that poses a constraint/potential constraint to development in accordance with the Chartered Institute of Ecology and Environmental Management (CIEEM) guidelines (IEEM, 2006), where sufficient baseline data are available to do so. Where no value has been assigned, this is due to insufficient information.

3.7 An assessment of likely ecological impacts has been undertaken in accordance with CIEEM guidelines (IEEM, 2006) only where clear evidence is available to substantiate and justify the findings. In the absence of such evidence, the ecological feature is merely identified as a potential constraint to development.

1 D = Dominant, A = Abundant, F = Frequent, O = Occasional, R = Rare

Shelton Road, Corby June 2015 Ecological Appraisal

Discussion and Recommendations

3.8 Where ecological constraints to development are identified, further survey requirements and/or avoidance, mitigation, compensation measures that are proportionate to the predicted degree of risk to biodiversity and to the nature and scale of the proposed development are described. In addition, in accordance with the NPPF, opportunities to enhance or create benefits for wildlife are explored alongside the hierarchy of aforementioned measures.

3.9 In addition, as this report is to provide an updated baseline in support of an amendment to the existing planning permission, an assessment has been made as to the change in the ecological baseline. Where changes have been identified, appropriate mitigation to address these changes has been provided.

Nomenclature

3.10 The English names of flora and fauna species are given in the main text of this report. Scientific names are used only in the absence of English names. Vascular plants and Charophytes follow the nomenclature of The Botanical Society for the British Isles database (2007) with all other flora and fauna following the National Biodiversity Network (NBN) Gateway (NBN, 2015).

Limitations

3.11 The results of the survey and assessment work undertaken by Keystone Ecology are representative at the time of surveying.

3.12 This document does not contain a comprehensive list of botanical species on site. Only plant species characteristic of each habitat and incidental observations of notable plant species were recorded. In addition, many plant species are only evident at certain times of the year and so some plant species may have gone undetected.

3.13 The data held by consultees may not be exhaustive. The absence of records does not necessarily indicate absence of a species/habitat from an area but rather that these have not been recorded or are perhaps under-recorded within the search area.

3.14 The accuracy of data held by consultees varies due to the quality and scale that they were digitised to, the supporting information used to define locations/boundaries and also sensitivity of the data itself. Keystone Ecology cannot take responsibility for the accuracy of external data sources and as such discrepancies and inaccuracies may occur.

3.15 NBRC do not hold information on important hedgerows, veteran trees or ancient woodland less than 2 hectares in size. No information was received from Corby Borough Council (CBC) regarding TPOs or Conservation Areas at the time of writing.

3.16 Unless otherwise stated survey grid references have been recorded using a hand-held GPS receiver (Garmin GPS map 60CSX) with a manufacturer’s stated accuracy of 3 - 5 metres when not in tree canopy, steep terrain or other enclosed environments.

Shelton Road, Corby June 2015 Ecological Appraisal

4.0 Results and Evaluation

Sites and Habitats Identified by the Desk Study

4.1 Sites and habitats identified by the desk study are presented in Table 1 and mapped on Drawing Number: 131733/4/dwg1.

Table 1: Sites and Habitats Identified by the Desk Study

Name Distance from Details and Ecological Value Potential Constraint Proposed Development Site (m)

European Statutory Sites

Rutland Water Ramsar Site 14,401 Rutland Water is a large eutrophic man-made No - given the scale of the development and the pump storage reservoir created by the damming distance to the Ramsar Site, no adverse impacts on of the Gwash Valley in 1975. The reservoir is in a the integrity of the site and its qualifying species are lowland setting receiving the majority of its water predicted. from the Nene (90%) and Welland (10%). In general the reservoir is drawn down in the summer and filled during the autumn and winter months when river levels are high. The lagoons are one of the most important areas for wintering and breeding wildfowl. The reservoir regularly supports internationally important numbers of Gadwall and Northern Shoveler and nationally important numbers of 8 other species of wildfowl.

Shelton Road, Corby June 2015 Ecological Appraisal

Name Distance from Details and Ecological Value Potential Constraint Proposed Development Site (m)

Rutland Water SPA 14,400 This site qualifies under Article 4.2 of the Birds No - given the scale of the development and the Directive (79/409/EEC) by supporting populations distance to the SPA, no adverse impacts on the of European importance of Gadwall and Northern integrity of the site and its qualifying species are Shoveler. The site also regularly supports at least predicted. 20,000 waterfowl and qualifies as a wetland of international importance.

Upper Nene Valley Gravel Pits 13,381 This chain of both active and disused sand and No - given the scale of the development and the Ramsar Site gravel pits form an extensive series of shallow distance to the Ramsar Site, no adverse impacts on and deep open waters which occur in association the integrity of the site and its qualifying species are with a wide range of marginal features, such as predicted. sparsely-vegetated islands, gravel bars and shorelines and habitats including reed swamp, marsh, wet ditches, rush pasture, rough grassland and scattered scrub. This range of habitats and the varied topography of the lagoons provide valuable resting and feeding conditions for concentrations of wintering waterbirds, especially ducks and waders. Species such as Golden Plover and Lapwing also spend time feeding and roosting on surrounding agricultural land outside the Ramsar Site.

Shelton Road, Corby June 2015 Ecological Appraisal

Name Distance from Details and Ecological Value Potential Constraint Proposed Development Site (m)

Upper Nene Valley Gravel Pits 13,381 The site qualifies under Article 4.1 of the Birds No - given the scale of the development and the SPA Directive (Directive 2009/147/EC) as it is used distance to the SPA, no adverse impacts on the regularly by 1% or more of the Great Britain integrity of the site and its qualifying species are populations of the following species listed in predicted. Annex I in any season: Golden Plover and Bittern. The site also qualifies under Article 4.2 of the Directive as it is used regularly by 1% or more of the biogeographical populations of the following regularly occurring migratory species (other than those listed in Annex I) in any season: Gadwall. Finally, the site also qualifies under Article 4.2 as it is used by more than 20,000 waterbirds in any season.

National Statutory Sites Designated for Bats and Birds

Glapthorn Cow Pasture SSSI 8,641 Glapthorn Cow Pasture is an area of dense No - given the scale of the development and the blackthorn scrub and ash-maple woodland which distance to the SSSI, no adverse impacts on the supports the largest colony of the black hairstreak integrity of the site and its qualifying species are butterfly Strymonidia pruni in Northamptonshire, predicted. and is one of the most important sites for this species in Britain. The scrub also forms a nesting site for Nightingale.

Shelton Road, Corby June 2015 Ecological Appraisal

Name Distance from Details and Ecological Value Potential Constraint Proposed Development Site (m)

Eye Brook Reservoir SSSI 6,233 A major wetland area which combines an No - given the scale of the development and the extensive sheet of open water with a complex of distance to the SSSI, no adverse impacts on the wetland and lakeside habitats including mudflats, integrity of the site and its qualifying species are marsh, pasture, broad-leaved woodland, and predicted. broad-leaved, mixed and coniferous plantations. In autumn and winter the site attracts large numbers of ducks most notably Wigeon, Mallard, Teal and Pochard, while in spring and autumn flocks of a wide variety of wading birds on passage use the area for feeding. Additionally, the woodlands and plantations provide a winter- feeding habitat for a variety of birds, while the mix of terrestrial habitats supports a diverse breeding bird community.

Bulwick Meadows SSSI 5,897 Two adjacent meadows occupying the valley side No - given the scale of the development and the and flood plain of the Willow Brook. Water distance to the SSSI, no adverse impacts on the draining from the Lower Lincolnshire Limestone integrity of the site and its qualifying species are emerges as seepage areas where it meets the predicted. more impervious Lower Estuarine Series deposits. This, together with the high water table of the valley floor alluvium has given rise to a complex mosaic of marshy grassland communities. The meadows are the only known Northamptonshire locality for Flat-sedge and Common Bistort and have added importance for the presence of breeding Snipe - of which there may not be more than 30 pairs in the county.

Shelton Road, Corby June 2015 Ecological Appraisal

Name Distance from Details and Ecological Value Potential Constraint Proposed Development Site (m)

Kings Wood LNR 5,275 Kingswood LNR once formed part of the medieval No - given the scale of the development and the Rockingham Forest which stretched from distance to the LNR, no adverse impacts on the Kettering to Peterborough. As part of Rockingham integrity of the site and its qualifying species are Forest, Kingswood was managed for centuries as predicted. a crown coppice, providing shelter for the King’s deer, as well as a regular supply of timber. The site is known to support a diverse breeding bird assemblage, including Tawny Owl, Treecreeper, and woodpecker spp.

National Statutory Sites

None within search parameters

Local Wildlife Sites Designated for Bats

None within search parameters

Local Wildlife Sites

Potential Local Wildlife Sites Overlapping pLWS are sites that are either known or thought to Yes - possible indirect impacts associated with site be of higher biodiversity value than the average additional noise, lighting, dust and air quality during countryside but have not been confirmed to be of the construction phase. LWS standard. Additional lighting and air quality decrease during the All pLWS are likely to be important for the operational phase may result in adverse impacts on County’s biodiversity, either in their own right, or the integrity of this site. through buffering and linking current LWS and Minor adverse temporary (during construction) and contributing to green infrastructure. Many of permanent impacts associated with the operational these sites could potentially be of LWS standard

Shelton Road, Corby June 2015 Ecological Appraisal

Name Distance from Details and Ecological Value Potential Constraint Proposed Development Site (m) once surveyed. phase. A walk over of this habitat suggests that the site supports a matrix of habitats, including deciduous woodland, scrub and grassland, with the Willow Brook running along its northern margin. The site is apparently unmanaged with large volumes of rubbish/rubble from former usage of the area. The species present are considered common and widespread, although the value of the site is important in terms of the provision of green space within the wider landscape and the development pressures currently exerted upon it.

The site is considered to be of local value.

EBP Habitats and Ancient Woodland (No. / Closest)

Deciduous Woodland 8/adjacent to National Yes - Indirect impacts associated with dust site deposition during the construction phase. Minor adverse, temporary, reversible impacts.

No ancient woodland within search parameters

Important Hedgerows, Veteran Trees, TPOs and Conservation Areas (No. / Closest)

No information on important hedgerow, veteran trees, TPOs or Conservation Areas available

Shelton Road, Corby June 2015 Ecological Appraisal

Key to site designations: LNR - Local Nature Reserve; NNR - National Nature Reserve; SPA - Special Protection Area; SSSI - Site of Special Scientific Interest

Shelton Road, Corby June 2015 Ecological Appraisal

Habitats Identified on Site

4.2 The following habitats were identified on site during the course of the field survey (the distribution of these habitats is shown in Drawing Number: 131773/4/dwg2).

 Hardstanding;

 Ephemeral/Short Perennial;

 Poor Semi-Improved Grassland;

 Scattered Scrub;

 Scrub;

 Tall Ruderal; and

 Line of Trees

Hardstanding

4.3 A network of tarmac roads is present across the survey area, as the site is an extension of a large car forecourt to the west. In between the roads, large areas of gravel are present in the areas where cars are parked. No vegetation is associated with these areas.

4.4 There has been no change in the extent or condition of the hardstanding since the 2013 Ecological Appraisal.

Ephemeral/Short Perennial

4.5 The loose gravel/stone areas in between the tarmac roads support a very sparse ephemeral/short perennial community. This habitat is dominated by Chickweed and moss spp., with occasional Daisy, Hawkweed spp., Scentless Mayweed, Colt’s Foot, Yorkshire Fog, Cock’s Foot and rarely Herb Robert, Groundsel and Fescue sp.

4.6 This habitat also extends onto the spoil heap demarcating the eastern boundary of the site and along the periphery of the poor semi-improved grassland along the northern boundary, which is colonised by additional species including occasional Rosebay Willowherb, Bristly Ox- tongue, Mugwort, Common Nettle, Cleavers, Curled Dock and Creeping Thistle, with White Dead-nettle, Creeping Buttercup, Greater Stitchwort and Ox-eye Daisy occurring rarely. Through time, the habitat associated with the spoil heap on the eastern boundary is considered likely to develop further into tall ruderal.

4.7 There has been an extension to the extent of this habitat as compared with the 2013 Ecological Appraisal as a consequence of the colonisation of spoil along the northern and eastern boundaries of the development site. The species composition has, however, remained broadly similar.

Shelton Road, Corby June 2015 Ecological Appraisal

Poor Semi-improved Grassland

4.8 A strip of this habitat comprising an area approximately 150 x 5 metres is present in the north of the survey area, running parallel to the metal boundary fence. The habitat is located on a bank and grades into ephemeral/short perennial habitat along its length where the substrate becomes rubble adjacent to the tarmac hardstanding road.

4.9 The dense sward is dominated by grass species including abundant Perennial Rye Grass, Yorkshire Fog, Cock’s Foot and Common Bent, interspersed with frequent Common Vetch, Bristly Ox-tongue, Colt’s Foot and Ribwort Plantain, and locally frequent Ox-eye Daisy, Common Nettle, Mare’s Tail and Meadow Vetchling. Creeping Cinquefoil (locally abundant towards the eastern end of the strip), Hogweed, Field Forget-me-knot, Greater Stitchwort, White Dead-nettle, Creeping Buttercup and Curled Dock, occur occasionally throughout the sward, with Foxglove, Grass Vetchling, Hedgerow Cranesbill, Columbine, Comfrey sp. occurring rarely.

4.10 The extent and condition of the habitat is unchanged since the 2013 survey, although the presence of Soft Shield Fern was not reported during the 2015 survey.

Scattered Scrub/Scrub

4.11 A small area (2 x 3 metres) of this habitat is present towards the southern corner of the eastern boundary of the site. Vegetation comprises occasional immature Hawthorn, Ash and Willow spp. saplings. Ground flora is dominated by Cleavers, with frequent Yorkshire Fog, Bramble, Dog Rose and Common Nettle.

4.12 Scattered scrub also occurs throughout the poor semi-improved grassland sward, dominated by Bramble, Dog Rose and Snowberry, with occasional Ash, Silver Birch, Hawthorn, Willow spp. and Hazel saplings. A number of semi-mature standard trees are also present within this habitat, dominated by Willow spp.

Tall Ruderal

4.13 Within the eastern corner of the northern boundary of the site is a patch of developing tall ruderal vegetation, dominated by Cleavers, Rosebay Willowherb, Bristly Ox-tongue, Ragwort, Curled Dock and Common Nettle. Occasional immature Willow spp., Ash, Hazel and Hawthorn saplings also occur.

Line of Trees

4.14 Running parallel with the eastern boundary of the site is a tree line (approximately 70 x 10 metres. Frequently occurring species comprise Ash, Beech and Larch. Willow sp. is occasionally present with Silver Birch occurring rarely. The understorey vegetation comprises abundant Hawthorn. Ground flora comprises abundant Common Nettle, Bramble, Yorkshire Fog and Hawthorn saplings. Rosebay Willowherb is occasionally present. There are small areas of bare ground with a large brash pile present at the southern end of the strip.

Shelton Road, Corby June 2015 Ecological Appraisal

EBP and Local BAP Habitats, and Networks of these Habitats Identified on Site

4.15 None of the habitats present on site qualify as EBP or local BAP habitats.

Protected Species

4.16 The possibility that protected species will pose a constraint to the proposed development is evaluated for each of the main protected species/groups in Table 2, based on assessment of habitat suitability and other relevant factors, such as:

 National distribution of each species/group;

 Previous records of species occurrence obtained through the desk study (mapped on Drawing Number: 131773/4/dwg1 as appropriate);

 Connectivity to suitable habitats in the surrounding landscape;

 Field signs (e.g. tracks, droppings, direct sightings) suggesting presence of species within or near to the site; and

 Probability of the proposed development having an adverse impact on the species/group if present.

EBP and Local BAP Species

4.17 The possibility that EBP or local BAP species will pose a constraint to the proposed development is evaluated in Table 3 using the same evaluation criteria as Table 2. Given the large number of EBP and local BAP species, these have only been included in the table if present in the desk study records and/or observed on site during the field survey.

4.18 There are no records of EBP or local BAP species within 0.5 kilometres of the site.

Contribution to the Wider Green Infrastructure Resource

4.19 Although the site itself is located within an existing industrial estate, running parallel to the northern boundary is the Willow Brook. The brook runs through a matrix of grassland, scrub and woodland habitats which provide opportunities for a diverse range of species including Badger, Fallow Deer and breeding birds. This area of semi-natural habitat extends to the west and is constrained to the north and east by the Corby Northern Orbital Road currently being constructed and the Rockingham Speedway. The site forms part of the Nene Valley Nature Improvement Area (NIA), which covers an area of 41,000 hectares through the centre of Northamptonshire and overlaps the site. Including the River Nene and 5 of its tributaries, it is centred on the Upper Nene Valley Gravel Pits Special Protection Area (SPA), designated for wintering wildfowl. The Nene Valley supports a vast diversity of species in a variety of habitats including reservoirs, wildflower meadows, wet woodland, grazing marshes and urban areas. The NIA seeks to deliver a net gain in biodiversity by 2020 through growth and development, improving the ecological status of the river, enhancing the ecological service provision and enhancing public awareness and benefits of the area in a sustainable way. The land immediately adjacent to the site is listed as a proposed LWS. Development at this site is

Shelton Road, Corby June 2015 Ecological Appraisal

considered to incur significant adverse effects on the wider green infrastructure resource in the absence of mitigation in view of the potential for indirect impacts associated with increased lighting and noise and decreased air quality.

Invasive Species

4.20 There are no records of invasive species within 0.5 kilometres of the site and none were identified during the field survey.

Shelton Road, Corby June 2015 Ecological Appraisal

Table 2: Protected Species Constraints Evaluation

Bats Roosting: * Habitat is restricted to foraging only The open, exposed nature of the Direct Impacts - No along the poor semi-improved majority of the site is not optimal Brown Long-eared Bat Indirect Impacts - grassland and line of trees. habitat for bats. (1/3201) Yes Connectivity is limited to the semi- Pipistrelle Bat species There are no suitable trees or structures for roosting on-site. mature woodland and Willow Brook (1/1912) to the north of the site (pLWS). The Increased noise No change to the previous baseline Non-roosting: lack of suitable foraging and roosting and lighting causing for the site. habitat to the south of the site lowers disturbance of Barbastelle Bat the possibility of bats commuting foraging/ (1/2391) over the site. commuting and Brown Long-eared Bat roosting bats in the The proposed development will not (1/6819) adjacent pLWS. directly impact upon the poor semi- Common Pipistrelle improved grassland or line of trees. Adverse, temporary during construction; Bat (1/3219) Local Value. reversible impacts. Daubenton's Bat (5/479)

Natterer's Bat (1/3306)

Noctule Bat (1/3303)

Pipistrelle Bat species (2/1484)

Shelton Road, Corby June 2015 Ecological Appraisal

Badger None within search  The site contains foraging habitat Adjacent pLWS provides extensive Direct impacts - No parameters only for this species along the poor opportunities for Badger as well as

semi-improved grassland and line of sett building opportunities. trees. There is no direct access to Indirect impacts - Site connectivity is poor with the the Willow Brook or pLWS from the Yes due to majority of the site and surrounding site for Badger due to the metal increased lighting land to the south and east consisting boundary fence. and noise during of hardstanding. the construction No change to the previous baseline A large number of setts are located and operational for the site. within the adjacent woodland phases. Potential between the site and the Corby in combination Northern Orbital Road construction impacts associated zone. Extensive foraging evidence with the Corby within the adjacent area. Northern Orbital Road construction. The closest is greater than 30 metres from the development site (Keystone Minor adverse, Ecology, 2015). permanent impact (operation) Local Value. Potential low risk of trapping animals within excavations. Minor adverse, temporary, reversible impact.

Shelton Road, Corby June 2015 Ecological Appraisal

Dormouse None within search  A single line of semi-mature trees The sub-optimal habitat present No parameters and understorey shrubs is present at within the site is disconnected from the eastern site boundary, habitats in the wider area. representing sub-optimal habitat. No change to the previous baseline for the site.

Otter None within search  No suitable habitat present on site. Willow Brook lies approximately 30 No parameters metres from the proposed No change to the previous baseline development site. for the site. Willow Brook and adjacent banks will not be directly impacted upon by the proposed development. A thorough search of the banks during a Badger Survey carried out by Keystone Ecology in 2015 revealed no sign of Otter (Keystone Ecology, 2015).

Shelton Road, Corby June 2015 Ecological Appraisal

Water Vole None within search  No suitable habitat present on site. Willow Brook lies approximately 30 No parameters metres from the proposed No change to the previous baseline development site. for the site. Willow Brook and adjacent banks will not be directly impacted upon by the proposed development. A thorough search of the banks during a Badger Survey carried out by Keystone Ecology in 2015 revealed no sign of Water Vole (Keystone Ecology, 2015).

Specially None within search n/a n/a No suitable nesting and foraging No Protected parameters habitat for specially protected bird Birds species is present. No change to the previous baseline for the site.

All Other Birds n/a n/a n/a The scrub and tree line provide The proposed development will be No suitable habitat for a limited range of completely contained within the common and widespread passerine hardstanding/sparse ephemeral/short species. perennial habitats. No change to the previous baseline for the site.

Shelton Road, Corby June 2015 Ecological Appraisal

Reptiles None within search  Suitable reptile habitat is restricted to The semi-mature woodland to the Yes - potential for parameters the south facing strip of poor semi- north of the site offers suitable killing/injury during improved grassland. connectivity on site. construction works. The brash pile within the line of trees Plans indicate that the grassland and Significant adverse, offers suitable hibernacula if retained line of trees will not be impacted temporary, throughout the year. upon by the development. The reversible impacts. proposed development will be No change to the previous baseline completely contained within the large for the site. expanse of hardstanding/sparse ephemeral/short perennial habitats.

Great Crested None within search  No ponds present on site. Suitable No records of this species within the Yes - low risk of Newt parameters terrestrial habitat limited to poor vicinity of the site from the Records encountering GCN semi-improved grassland and line of Centre where suitable trees. Nine ponds present within habitats are to be In 2004, GCN surveys were 500m of the site. The closest pond affected. conducted in advance of the lies approximately 85 metres north of proposed development of the Corby Potential for the site boundary. Northern Orbital Road, approximately killing/injury during The assessment is altered slightly 150 metres north of the site. construction works. from the previously reported baseline Eighteen ponds were surveyed with a Significant adverse, in view of the development works single medium-sized GCN population temporary, associated with the construction of present (Wardell Armstrong, 2007). reversible impacts. the Corby Northern Orbital Road. Plans indicate that the poor semi- Amphibian fencing has been erected improved grassland and line of trees in association with the Corby will not be impacted upon by the

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Species/ Desk Study Record EBP LBAP Potential Habitat Other Relevant Factors and Potential Group Ecological Value Constraint? (No. of Records / Closest Minimum Distance from Proposed Development Site (m)) Northern Orbital Road immediately to development. The proposed the north and east of the pLWS to the development will be completely north of the site removing connection contained within the large expanse of to waterbodies. hardstanding/sparse ephemeral/short perennial habitats. The Natural England EPS Rapid Risk Assessment indicates that an offence would be highly unlikely from the proposed works.

Invertebrates None within search n/a n/a It is unlikely that the site contains Even if present, the proposed No parameters habitats suitable for protected development is highly unlikely to invertebrate species. have any adverse impact on invertebrate species. No change to the previously reported baseline.

White-clawed None within search  None present. Willow Brook lies approximately 30 Direct impacts - No Crayfish parameters metres from the proposed No change to the previously reported Indirect impacts - development site. baseline. Yes associated with Willow Brook and adjacent banks will potential run off into not be directly impacted upon by the the Willow Brook. proposed development. Significant adverse Local Value. reversible impact.

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Plants None within search n/a n/a It is unlikely that the site contains No protected plant species have No parameters habitats suitable for protected plant been recorded in the vicinity of the species. site. It is highly unlikely that the grassland areas on site contain such No change to the previously reported species. baseline.

*Status dependant on species

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5.0 Relevant Legislation and Policy

Legislation

5.1 This section sets out the wildlife legislation and policy relevant (or potentially relevant pending further survey) to the proposed development based on the findings of the desk study and field survey. Please note that this legal information is a summary and intended for general guidance only. The original legal documents should be consulted for definitive information. Web addresses providing access to the full text of these documents are given in the References section.

5.2 The legislation protection afforded to sites/habitats and species that could be affected by the proposed development is detailed in Table 4 and Table 5 respectively.

Table 4: Legislation Protection Afforded to Sites/Habitats that could Potentially be Affected by the Proposed Development

Designated Site/Habitat Legal Status

SSSI (Sites of Special Scientific SSSIs are the national suite of sites providing statutory protection Interest) for the best examples of the UK's flora, fauna, or geological or physiographical features. Originally notified under the National Parks and Access to the Countryside Act 1949, SSSIs have been renotified under the Wildlife and Countryside Act 1981 (as amended). Improved provisions for the protection and management of SSSIs were introduced by the Countryside and Rights of Way Act 2000.

LNR (Local Nature Reserves) Under the National Parks and Access to the Countryside Act 1949, LNRs may be declared for nature conservation by local authorities after consultation with the relevant statutory nature conservation agency. Legal protection of LNRs is provided under The Wildlife and Countryside Act 1981 (as amended).

Table 5: Legislation Protection Afforded to Species that could Potentially be Affected by the Proposed Development

Species Legal Status

European Protected

Bats These animal species and their breeding sites or resting places are protected under Regulation 41 of the Conservation of Habitats and Species (Amendment) Regulations 2012, which makes it illegal to: Deliberately capture, injure or kill any such animal or to deliberately take or destroy their eggs; Deliberately disturb2 such an animal;

2 Under the Conservation Regulations, disturbance of protected animals includes in particular any disturbance which is likely to: (i) impair their ability to survive, breed or reproduce, or to rear or nurture their young or to hibernate or migrate; (ii) significantly affect the local distribution or abundance of the species in question.

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Species Legal Status Damage or destroy a breeding site or resting place of such an animal. European Protected Species (EPS) licences can be granted by Natural England in respect of development to permit activities that would otherwise be unlawful under the Conservation Regulations, providing that the following 3 tests (set out in the EC Habitats Directive) are passed:  The development is for reasons of overriding public interest;  There is no satisfactory alternative; and  The favourable conservation status of the species concerned will be maintained and/or enhanced. Under Regulation 9(5) of the Conservation Regulations, Planning Authorities have a legal duty to ‘have regard to the requirements of the EC Habitats Directive in the exercise of their functions’. This means that they must consider the above 3 tests when determining whether Planning Permission should be granted for developments likely to cause an offence under the Conservation Regulations. As a consequence, Planning Applications for such developments must demonstrate that the 3 tests will be passed.

Nationally Protected

Bats These animals receive full protection under the Wildlife and Countryside Act 1981 (as amended by the Countryside and Rights of Way Act 2000), which makes it illegal (subject to exceptions) to: Intentionally kill, injure or take any such animal; Intentionally or recklessly damage, destroy or obstruct any place used for shelter or protection by any such animal; Intentionally or recklessly disturb such animals while they occupy a place used for shelter or protection.

Adder, Common Lizard, These animals receive limited protection under The Wildlife and Grass Snake, Slow-worm, Countryside Act 1981 (as amended by the Countryside and Rights of White-clawed Crayfish Way Act 2000), which makes it illegal to intentionally kill or injure any such animal.

Nesting Birds (general) All wild birds are protected under the Wildlife and Countryside Act 1981 (as amended by the Countryside and Rights of Way Act 2000), which makes it illegal (subject to exceptions) to: Intentionally kill, injure or take any wild bird; Take, damage or destroy the nest (whilst being built or in use) or eggs of any wild bird.

Badgers The Protection of Badgers Act 1992 makes it illegal to wilfully kill or injure a Badger, or attempt to do so and also make it illegal to intentionally or recklessly interfere with a Badger sett. This includes damaging or destroying a sett, obstructing access to a sett and disturbing a Badger while it is occupying a sett. Licences can be granted to permit sett closure and/or disturbance between July and November inclusive.

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Species Legal Status

Wild Mammals The Wild Mammals (Protection) Act 1996 makes it illegal to mutilate, kick, beat, nail, or otherwise impale, stab, burn, stone, drown, crush, drag or asphyxiate any wild mammal with intent to inflict unnecessary suffering.

5.3 Section 40 of the Natural Environment and Rural Communities Act 2006 (the NERC Act) places a legal duty on public bodies, including planning authorities, to ‘have regard’ to the conservation of biodiversity when carrying out their normal functions, which includes consideration of planning applications.

5.4 In compliance with Section 41 of the NERC Act, the Secretary of State has published a list of species and habitats considered to be of principal importance for conserving biodiversity in England under the UK Post-2010 Biodiversity Framework. This is known as the list of EBP, of which there are 56 habitats and 943 species (Natural England, 2014). The EBP list is used to guide planning authorities in implementing their duty under the NERC Act.

National Planning Policy

5.5 The NPPF set out the Government’s planning policies for England and how these are expected to be applied. At the heart of the NPPF is a presumption in favour of sustainable development. This presumption does not apply where development requiring Appropriate Assessment under the Birds or Habitats Directives is being considered, planned or determined.

5.6 The NPPF states that:

‘When determining planning applications, local planning authorities should aim to conserve and enhance biodiversity by applying the following principles:

 If significant harm resulting from a development cannot be avoided (through locating on an alternative site with less harmful impacts), adequately mitigated, or, as a last resort, compensated for, then planning permission should be refused;

 Proposed development on land within or outside a Site of Special Scientific Interest (SSSI) likely to have an adverse effect on a SSSI (either individually or in combination with other developments) should not normally be permitted. Where an adverse effect on the site’s notified special interest features is likely, an exception should only be made where the benefits of the development, at this site, clearly outweigh both the impacts that it is likely to have on the features of the site that make it of special scientific interest and any broader impacts on the national network of SSSIs;

 Development proposals where the primary objective is to conserve or enhance biodiversity should be permitted;

 Opportunities to incorporate biodiversity in and around developments should be encouraged;

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 Planning permission should be refused for development resulting in the loss or deterioration of irreplaceable habitats, including ancient woodland and the loss of aged or veteran trees found outside ancient woodland, unless the need for, and benefits of, the development in that location clearly outweigh the loss; and

 The following wildlife sites should be given the same protection as European sites: potential Special Protection Areas (SPA) and possible Special Areas of Conservation (SAC); listed or proposed Ramsar sites; and sites identified, or required, as compensatory measures for adverse effects on European sites, potential SPAs, possible SACs, and listed or proposed Ramsar sites.’

5.7 Under the NPPF, the Planning Authority has a responsibility to promote the preservation, restoration and re-creation of priority habitats, ecological networks and the protection and recovery of priority species populations, linked to national and local targets, and identify suitable indicators for monitoring biodiversity in the plan.

5.8 Also under the NPPF the planning system should contribute to and enhance the natural and local environment by minimising impacts on biodiversity and providing net gains in biodiversity where possible, contributing to the Government’s commitment to halt the overall decline in biodiversity, including by establishing coherent ecological networks that are more resilient to current and future pressures.

Regional Planning Policy

5.9 The Northamptonshire Minerals and Waste Development Framework (MWDF) (REF) sets out the spatial planning strategy for minerals and waste and related development across the county. Following the vision, objectives, spatial strategy and policies in the Northamptonshire Core Strategy Development Plan Document (DPD), policies to address the principle of minerals and waste related development are set out in the Control and Management of Development DPD. In this regard, Objective 10 (Conserving and enhancing Northampton’s built and natural environment) of the Core Strategy includes provision for safeguarding the natural environment as follows:

‘Recognise Northamptonshire’s environmental systems and landscape linkages in order to conserve and enhance the built and natural environment through ensuring sensitive working, and where necessary, high standards of mitigation of potentially adverse impacts of minerals and waste development.’

5.10 Policy CS14 (Addressing the impact of proposed minerals and waste development) further sets out the requirement to take account of impacts on the natural environment as follows:

‘Proposals for minerals and waste development must demonstrate that the following matters have been addressed:

 Minimising environmental impact and protecting Northamptonshire’s key environmental designations;

 Protecting natural resources or ensuring that any unavoidable loss or reduction is mitigated;

Shelton Road, Corby June 2015 Ecological Appraisal

 Ensuring built development is of a design and layout that has regard to its visual appearance in the context of the defining characteristics of the local area;

 Ensuring access is sustainable, safe and environmentally acceptable; and

 Ensuring that local amenity is protected.’

5.11 Within the MWDF Control and Management of Development DPD, Policy CMD7 (Natural Assets and Resources) is of direct relevance to biodiversity as follows:

‘Minerals and waste development should seek to (where possible) achieve a net gain in assets and resources, through:

 Delivery of wider environmental benefits in the vicinity where development would adversely affect any regional or locally designated sites or other features of local interest;

 Protecting and enhancing green infrastructure and strategic biodiversity networks, in particular the River Nene and other sub-regional corridors; and

 Consider opportunities to contribute towards Northamptonshire Biodiversity Action Plan targets for habitats and species.

Proposals for minerals and waste development will be required to undertake an assessment (where appropriate) in order to:

 Identify and determine the nature, extent, and level of importance of the natural assets and resources, as well as any potential impacts; and

 Identify mitigation measures and / or requirement for compensation (where necessary) to avoid, reduce, and manage potentially adverse impacts.’

5.12 The document further states that:

‘Consideration should be given to how the site can contribute to the county’s identified green infrastructure networks, BAP targets, and the Environmental Characterisation Assessments (ECA). Proposals must also demonstrate an understanding of the relationship between the county’s geological and natural assets, in particular the importance of underlying geological conditions on the local ecology in relation to the ability of the site to support specific vegetative communities and associated habitat.’

Local Planning Policy

5.13 The ‘North Northamptonshire Core Spatial Strategy’ (NNCSS) was adopted in June 2008 covering the period to 2021. The NNCSS is the framework for the individual district/borough councils to develop Site Specific Plans.

5.14 The NNCSS (2008) sets out the following relevant policies:

 Policy 5 - Green Infrastructure: “A net gain in green infrastructure will be sought through the protection and enhancement of assets and the creation of new multi-

Shelton Road, Corby June 2015 Ecological Appraisal

functional areas of green space that promote ... biodiversity, water management, the protection and enhancement of local landscape, mitigation of climate change along with green economic uses and sustainable land management”.

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6.0 Discussion and Recommendations

Changes to the Baseline

6.1 The ecological appraisal demonstrates no significant change to the baseline ecological conditions as submitted in support of 13/00079/WASTEFUL. No significant changes to the recommendations are, therefore, presented. Additional survey efforts carried out at the time of this Ecological Appraisal have scoped out Water Vole and Otter as potential constraints.

6.2 The previous baseline assessment, however, noted the presence of Sphagnum spp. and Soft Shield Fern, neither of which were present during the 2015 survey. It is considered that both species may be present occasionally within the site, but that they are both at the limit of their nitrogen tolerance. In this regard, information submitted as part of the planning process in 2014 stated that:

‘Where the predicted nitrogen deposition levels are likely to exceed critical levels, the current baseline figures greatly exceed critical baseline levels, indicating that the 2 plant species are already likely to be at their limit of nitrogen tolerance. ‘

6.3 These species are not considered to be constraints to the development of the site.

Overview of Potential Ecological Constraints Associated with the Proposed Development

6.4 In the absence of mitigation, the following have been identified as potential constraints to the proposed development:

 Non-Statutory Sites; (Nene Valley NIA and pLWS);

 EBP Habitat - Deciduous Woodland;

 White Clawed Crayfish;

 Badger;

 Bats;

 Breeding Birds;

 GCN; and

 Reptiles.

Further Survey and Mitigation

6.5 To comply with guidance set out in Section 10.2 and Annex D.4.5 of BS42020:2013, a Construction Environmental Management Plan (CEMP) and a formal Landscape and Ecological Management Plan (LEMP) should be produced prior to the commencement of all site clearance works.

Shelton Road, Corby June 2015 Ecological Appraisal

6.6 For each constraint identified, all mitigation options provided follow the established Mitigation Hierarchy as set out in Section 5.2 of BS42020:2013. This seeks as a preference to avoid impacts then to mitigate unavoidable impacts, and, as a last resort, to compensate for unavoidable residual impacts that remain after avoidance and mitigation measures.

Non-Statutory Sites (Nene Valley NIA, pLWS), EBP Habitat (Deciduous Woodland) and White-Clawed Crayfish

6.7 The proposed development will be contained within the hardstanding/sparse ephemeral/short perennial that makes up the vast majority of the site, therefore, the integrity of the non- statutory sites or the Willow Brook will not be directly affected. However, it is recommended that temporary hoarding be positioned at the boundaries of the site (at the edge of the hardstanding) to ensure the protection of sensitive ecological receptors during construction operations. The hoarding will take account of the need to protect the tree line to be retained by at least a 5 metre buffer zone (wider as determined by an arboriculturist in accordance with BS5837:2012) throughout the construction phase.

6.8 During both the construction and operational phases, methods of working should comply with The Environment Agency Pollution Prevention Guidelines 13 and 54 to render potential impacts from sediment/pollution discharge upon the non-statutory sites and Willow Brook as Negligible.

6.9 To ensure that the margins of the site and suitable habitat on adjacent land retain their potential attractiveness for commuting and foraging bats, a sensitive lighting regime is recommended, whereby these habitats are not continually lit throughout the hours of darkness.

6.10 To minimise air pollution and avoid deposition of dust, the following measures should be introduced during construction:

 Turn off engines/machinery when not moving/in use;

 Wash wheels of all vehicles leaving site;

 Avoid access routes that pass by ancient woodland sites; and

 Avoid storage of spoil in locations where dust can drift on to adjacent woodland.

Badger

6.11 Whilst it is considered highly unlikely that this species will be directly affected by the proposed works as all active setts are located in excess of 30 metres from the boundary of the development site, the possibility of Badger foraging within the retained habitats remains. Measures as set out above in relation to the installation of hoarding to prevent access to the construction zone will avoid the accidental injury of these animals. In addition, a sensitive

3 Environment Agency (2001) Available at: http://www.environment-agency.gov.uk/business/topics/pollution/39083.aspx [Accessed 12th May 2013] 4 Environment Agency (2007) Available at: http://www.environment-agency.gov.uk/business/topics/pollution/39083.aspx [Accessed 12th May 2013]

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lighting scheme will serve to avoid impacts on the integrity of the adjacent habitats as a foraging resource for Badger.

Bats

6.12 To ensure that the margins of the site and suitable habitat on adjacent land retain their potential attractiveness for commuting and foraging bats, a sensitive lighting regime is recommended, whereby these habitats are not continually lit throughout the hours of darkness. Whilst the site is currently subject to lighting, lighting impacts the adjacent woodland/grassland matrix associated with the pLWS for biodiversity (including bats) will be avoided through the adoption of low lumen, directional lighting wherever possible. This should be adopted during both the construction and operational phases of the development.

Breeding Birds

6.13 As a precaution, it is recommended that temporary protective fencing be positioned at the boundary of the poor semi-improved grassland and line of trees that lie adjacent to the hardstanding as a measure to prevent accidental disturbance of active nests during construction works. Although it is understood that no suitable habitat for this group is to be cleared, should this be the case then the following approach must be adopted and all habitat re-instated upon completion of the construction phase.

6.14 Suitable bird nesting habitat should be cleared from September to February, outside of the bird nesting season. As timing constraints associated with other protected species (i.e. reptiles) will also need to be taken into consideration, it may be necessary to clear suitable bird nesting habitat between March and August. In this instance, a suitably qualified ecologist should survey habitat immediately prior to its removal. If an active nest is present, at least a 5 metre radius buffer area (or wider as appropriate and dependent upon the species identified) should be set out, or the vegetation retained until any young have fledged. To prevent contractors accidentally straying into the buffer area, these should be clearly marked out i.e. with high visibility fencing.

6.15 To compensate for the temporary loss of suitable bird nesting habitat, any vegetation removed will be replanted upon the completion of works. This will include replacement of the tree line with native species such as Hawthorn, Blackthorn, Hazel, Wild Privet and Dogwood which provide cover (and foraging sources) for a range of common bird species (Gilbert and Anderson, 1998) and the replanting of the semi-improved grassland with native species currently characteristic of the site.

Great Crested Newt

6.16 Whilst it is considered that the risk of encountering this species is low (particularly in view of the measures in place to restrict movement of this species during the construction of the Corby Northern Orbital road, a precautionary approach is recommended. The hardstanding is not considered to provide suitable habitat for this species, therefore, coupled with the low risk of encountering GCN, the erection of protective fencing positioned at the boundary of the retained habitats is not considered to result in a barrier to the movement of these animals. Installation of this fencing will serve to avoid the accidental killing/injury of GCN during the construction phase.

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6.17 Although it is understood that no suitable habitat for this group is to be cleared, should this be the case then the following approach must be adopted and all habitat re-instated upon completion of the construction phase.

6.18 Any clearance of suitable habitat should be carried out following a Precautionary Working Method Statement (PWMS) (Keystone Ecology, 2014).

Reptiles

6.19 As a precaution, it is recommended that temporary protective fencing be positioned at the boundary of the poor semi-improved grassland and line of trees that lie adjacent to the hardstanding as a measure to prevent accidental killing/injury of reptiles during construction works. Although it is understood that no suitable habitat for this group is to be cleared, should this be the case then the following approach must be adopted and all habitat re-instated upon completion of the construction phase.

6.20 It is normally recommended that a Reptile Survey be undertaken to determine the presence or likely absence of reptile species. In this instance, however, due to the small extent of suitable habitat likely to support these species i.e. field/rail edges only, the abundance of suitable habitat in the wider area, and the small number of reptiles that could be expected; it is recommended that any suitable reptile habitat clearance is carried out in an ecologically sensitive manner. This should be undertaken by an ecological contractor or under the direct supervision of a qualified ecologist. Specifically, habitats should be strimmed carefully using hand tools in 2 passes (first to a height of no less than 300 millimetres) from the centre of the site out to its edges, to flush any reptile species into adjacent habitats of the site. Any log piles or other refugia should also be carefully dismantled by hand. This approach can only be undertaken between April and November (when temperatures are not below 10oC) when reptiles are active. It is not appropriate for use between December and March, when reptiles are in hibernation.

6.21 To compensate for the temporary disturbance of potential reptile habitat, any vegetation removed will be replanted and grassland areas re-seeded upon the completion of works. Informal hibernacula (i.e. brash piles) will also be created if the existing brash pile is to be removed.

Summary of Residual Impacts

6.22 Provided the measures as set pout above are implemented, no residual impacts are considered likely as a consequence of the amended development proposals.

Opportunities for Biodiversity Enhancement

6.23 In accordance with national and local planning policy (NPPF and CMD7), opportunities for biodiversity enhancement (above and beyond those required to mitigate for the identified impacts) are set out below.

6.24 Whilst the proposed development will not encroach onto the poor semi-improved/line of trees habitats, the following recommendations are designed to enhance the biodiversity of the site, and its immediate surrounds:

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 Leave the poor semi-improved grassland as a set-aside area to encourage growth, creating a tussocky sward that would become attractive to a range of invertebrates, whilst providing a natural refuge for reptiles and GCN, nesting habitat for birds and foraging for Badger and bats;

 Ideally, even where a short “neat” sward is required within landscaped areas, provision can be made for some taller and less intensively managed grassland to develop, especially at the interface between lawns and tree and shrub planting;

 Where practical, sourcing of plants will be in accordance with the principles of Flora Locale, which is a conservation initiative centred on sourcing plants and seed of verifiable British provenance. Plug planting of selected herbs into pre-established grassland is also an option that will be explored;

 The grassland should be considered for pockets of taller seed-bearing plants, especially common teasel, which provides visual interest in terms of texture, as well as being of biodiversity interest, providing hollow stems for invertebrate hibernation sites and a valuable winter food source to seed-eating bird species such as goldfinches;

 Planting a native species hedgerow between the proposed development and the retained habitats, to act as a natural screen and provide additional opportunities for foraging, commuting and nesting species. The proposed hedgerow will run adjacent to the proposed landscaping areas and will, therefore, be bordered by areas of rough grassland, creating a gradual transition from areas of amenity grassland. This aims to ensure the functionality of the site as part of the wider green infrastructure network. The grassland and line of trees/scrub will also be supplemented by native species (ideally of local provenance) to further increase the biodiversity value from both a structural and functional perspective and to improve the overall quality of the habitats. A full list of recommended species will be provided in the LEMP. In addition, the poor semi-improved grassland will be left as a set-aside to promote further growth and encourage diversity. This habitat will be subject to an ecologically sensitive management regime, i.e. mowing at appropriate times of year (late summer) and all arisings removed from the area, to prevent the accumulation of nutrients. Within the set aside grassland, several semi-natural refugia (log and brash piles) will be positioned to act as potentially suitable hibernacula for GCN, invertebrates and reptiles that may be present in the area;

 It is recommended that the drainage pond proposed in the east of the site is enhanced. It is recommended that the banks are landscaped to incorporate native marginal vegetation with additional planting of native emergent vegetation. This would provide a suitable foraging site for bats, reptiles and amphibians, whilst potentially creating a breeding site for the latter group. The full details of the management for the drainage pond in the east of the site will be fully detailed within a LEMP. At this stage, it is recommended that the proposed pond is designed to maximise the potential opportunities for biodiversity and should include scalloped edges and shallow marshy shelves where possible to encourage a range of aquatic vegetation. A variable water depth is recommended to ensure that areas of unfrozen water remain throughout the winter and provide suitable areas for invertebrates and breeding amphibians in the spring and summer. Planting a range of native submerged and emergent native aquatic plant species would contribute to a diverse vegetation structure. The final

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layout indicates that the pond is to be situated within an area proposed for landscaping. The surrounding landscaped areas will, therefore, consist of rough/wet grassland, with wildflower meadow seed mixes added for aesthetic and invertebrate benefit rather than simply as areas of amenity grassland. This will ensure that the functionality of the site as part of the wider green infrastructure network is enhanced;

 Artificial hibernacula for reptiles and GCN could be positioned within the site boundary habitats; and

 Vegetation should be allowed to grow unmanaged around the perimeters of the 4 tanks proposed to be positioned in the north of the site. This would provide suitable habitat for a range of invertebrates, whilst providing a foraging resource for a range of protected species and natural refugia for reptiles and GCN.

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7.0 References

Botanical Society for the British Isles (2007). BSBI 2007 List. Available at: http://www.bsbi.org.uk/taxonomy.html [Accessed on 9th June 2015]

Chartered Institute of Ecology and Environmental Management (2013). Guidelines for Preliminary Ecological Appraisal. Available at: http://www.cieem.net/guidance-on-preliminary- ecological-appraisal-gpea- [Accessed on 9th June 2015].

Gilbert, O and Anderson, P. (1998). Habitat Creation and Repair. Oxford University Press.

Institute of Ecology and Environmental Management (2006). Guidelines for Ecological Impact Assessment in the United Kingdom. Available at: http://www.cieem.net/ecia-guidelines- terrestrial-freshwater-and-coastal- [Accessed on 9th June 2015].

Joint Nature Conservation Committee (2010). Handbook for Phase I Habitat Survey - A Technique for Environmental Audit. JNCC: Peterborough.

Keystone Ecology (2013). Shelton Road, Corby Ecological Appraisal. Keystone Ecology, Sheffield.

Keystone Ecology (2014). Shelton Road, Corby Precautionary Working Method Statement, Keystone Ecology, Sheffield.

Keystone Ecology (2015). Shelton Road, Corby Badger Survey. Keystone Ecology, Sheffield.

National Biodiversity Network (2014). NBN Gateway Species Dictionary. Available at: http://nbn.org.uk/Tools-Resources/NBN-Dictionaries/Species-Dictionary.aspx [Accessed on 9th June 2015]

Natural England (2014). Habitats and Species of Principal Importance in England. Available at: http://www.naturalengland.org.uk/ourwork/conservation/biodiversity/protectandmanage/habsa ndspeciesimportance.aspx [Accessed on 2nd January 2015]

Web addresses for access to full legislation and policy text:

Birds Directive: http://ec.europa.eu/environment/nature/legislation/birdsdirective/index_en.htm

Conservation of Habitats and Species (Amendment) Regulations 2012: http://www.legislation.gov.uk/uksi/2012/1927/contents/made

Countryside and Rights of Way Act 2000: http://www.legislation.gov.uk/ukpga/2000/37/contents

Habitats Directive: http://ec.europa.eu/environment/nature/legislation/habitatsdirective/index_en.htm

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Hedgerow Regulations 1997: http://www.legislation.gov.uk/uksi/1997/1160/contents/made

National Parks and Access to the Countryside Act 1949: http://www.legislation.gov.uk/ukpga/Geo6/12-13-14/97

National Planning Policy Framework: http://www.communities.gov.uk/documents/planningandbuilding/pdf/2116950.pdf

Natural Environment and Rural Communities Act 2006: http://www.legislation.gov.uk/ukpga/2006/16/contents

Protection of Badgers Act 1992: http://www.legislation.gov.uk/ukpga/1992/51/contents

UK Post-2010 Biodiversity Framework: http://jncc.defra.gov.uk/page-6189.

Wildlife and Countryside Act 1981: http://www.legislation.gov.uk/ukpga/1981/69

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Plans

Key

Site boundary

50m buffer

500m buffer 2km buffer

EBP habitat within 500m

Deciduous woodland

Other features within 500m

Potential Wildlife Site

Waterbody

Bat records within 2km Barbastelle Bat Brown Long-eared Bat Brown Long-eared Bat (roost) Common Pipistrelle Bat Daubenton's Bat Natterer's Bat Noctule Bat Pipistrelle Bat species Pipistrelle Bat species (roost)

Entran Shelton Road, Corby Drawing Number: 131773/4/dwg1 Desk Study Map

Revision Date Drawn Approved rev0 03/06/2015 RF SJ

Central grid ref: SP909908

No dimensions to be scaled from this drawing All dimensions are to be checked on site Measurements displayed are for indicative purposes only

Head/Southern Office T+44 (0) 1666 503687 Northern Office T+44 (0) 1484 540533 Welsh Office T+44(0) 2920 504024 Licences/acknowledgments for information this drawing may contain: © Natural England / Scottish Natural Heritage / Natural Resouces Wales; Contains Ordnance Survey data © Crown copyright and database right 2015; or based on plan provided by client www.keyenv.co.uk © Keystone Environmental Ltd 2015 Key

Site boundary

6 Scattered scrub

Scrub

Hardstanding

Ephemeral / short perennial

Line of trees

SI Poor semi-improved grassland

Tall ruderal

6 6 6 6 6 SI

Entran Shelton Road, Corby Drawing Number: 131773/4/dwg2 Phase I Habitat Map

Revision Date Drawn Approved rev0 03/06/2015 RF SJ

Central grid ref: SP909908

No dimensions to be scaled from this drawing All dimensions are to be checked on site Measurements displayed are for indicative purposes only

Appendices

Shelton Road, Corby June 2015 Ecological Appraisal

Appendix 1 Desk Study Details

Record Type Search Source(s) 6 Radius (km) 5

Sites and Habitats

European statutory sites 15 Locations: Natural England GIS Digital Boundary Database: National statutory sites 10 www.gis.naturalengland.org.uk/pubs/gis/tech_ds.htm designated for bats and birds Citations: National statutory sites 2 Natural England Site Designations: www.gov.uk/protected-or-designated-areas Local wildlife sites designated 2 Local biological records centre for bats

Local wildlife sites, important 0.5 Local biological records centre hedgerows and veteran trees

EBP habitats 0.5 Natural England GIS Digital Boundary Database: www.gis.naturalengland.org.uk/pubs/gis/tech_ds.htm

Ancient woodland 0.5 Natural England GIS Digital Boundary Database7: www.gis.naturalengland.org.uk/pubs/gis/tech_ds.htm

Waterbodies 0.5 Ordnance Survey Street View Google Maps

TPOs & Conservation Areas 0.05 Local authority

Species8

Bats 2 Local biological records centre

Other Protected species9 0.5 Local biological records centre

EBP and local BAP species 0.5 Local biological records centre10

5 In each case the search included the site and the specified area beyond the site boundary. Search radius was based on the professional judgement of the ecologist leading this appraisal with reference to current guidelines for preliminary ecological appraisal (CIEEM, 2013). 6 Natural England GIS Digital Boundary Database accessed on 2nd January 2014 unless otherwise stated. 7 Only ancient woodland sites that were over 2 ha on the 1920's base maps are included on the inventory. 8 Records over 10 years old are excluded. 9 Birds only included if listed under the Wildlife & Countryside Act Sch 1. All species protected from sale only are excluded. 10 With reference to UK Biodiversity Action Reporting System if local BAP status is not indicated by information provided.

Shelton Road, Corby June 2015 Ecological Appraisal

Keystone Contact Details

Project Manager

Dr Sarah Jackson CEcol, CEnv, MCIEEM

Head of Ecology

Northern Office Riverside Suite, The Old Corn Mill, Bullhouse Mill, Lee Lane, Millhouse Green, Sheffield, S36 9NN

T +44 (0) 1484 540533 M +44 (0) 7720 740282 E [email protected]

www.keyenv.co.uk/ecology

Head/Southern Office Northern Office Welsh Office The Old Barn, Park Farm Riverside Suite, The Old Falcon Drive, Cardiff Bay, Buildings, Beverston, Corn Mill, Bullhouse Mill, Cardiff CF10 4RU Tetbury, Lee Lane, Millhouse Green T +44 (0) 2920 504024 Gloucestershire GL8 8TT Sheffield S36 9NN T +44 (0) 1666 503687 T +44 (0) 1484 540533

Shelton Road, Corby Confidential Badger Survey

June 2015

Entran

Shelton Road, Corby Confidential Badger Survey

June 2015

Entran

Version Date Author Checked Approved Final 01/06/2015 S Jackson C Cartwright R Coombes

Disclaimer

Opinions and information provided in the report are on the basis of Keystone Environmental Limited using due skill, care and diligence in the preparation of the same and no explicit warranty is provided as to their accuracy. It should be noted and it is expressly stated that no independent verification of any of the documents or information supplied to Keystone Environmental Limited has been made. RT Badger Survey V3.0 30/04/2014 Shelton Road, Corby June 2015 Confidential Badger Survey

Contents

1.0 Introduction 1 Background 1 Aims and Objectives 1 Site Characteristics 1 Legislation, Planning Context and Status 2 2.0 Methodology 5 Desk Study 5 Field Survey and Assessment 5 Nomenclature 5 Limitations 6 3.0 Results and Assessment 7 4.0 Impacts 11 5.0 Recommendations and Requirements 12 Further Survey 12 Licensing and Planning 12 Mitigation 12 6.0 References 13

Plans Drawing Number: 131773/5/dwg1 Badger Survey Results

Appendices Appendix 1 Sett Status Assessment Criteria

Contact Details can be found at the end of this document This report should not be made publicly available in any form that would allow the location of the Badger setts to be identified. Requests for such information should not be met, except where the request originates from a person or organisation with a bona fide interest in badgers.

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Shelton Road, Corby June 2015 Confidential Badger Survey

1.0 Introduction

Background

1.1 Keystone Ecology was instructed by Entran to undertake a Badger Survey of land off Sookholme Road, Shirebrook, Nottinghamshire (central ordnance survey grid reference SK 545 665). The survey was required in support of a detailed planning application for the construction of a 7 megawatt Solar Photovoltaic (PV) Farm and associated infrastructure.

1.2 An Ecological Appraisal of the site undertaken in 2015 (Keystone Ecology, 2015) identified the potential for sett building habitat directly adjacent to the proposed development site, associated with the Willow Brook (identified as a proposed Local Wildlife Site pLWS)). In addition, the presence of Badgers within the immediate vicinity of the site was raised by the Northamptonshire Wildlife Trust during the consultation phase for the original planning application. Although Badger was not considered to be a constraint to the proposed development at that time, these animals can expand rapidly into new areas. A formal Badger Survey was, therefore, recommended.

Aims and Objectives

1.3 The aim of the Badger Survey was to:

 Determine whether there are any Badger setts, or other evidence of Badger on or within 30 metres (access permitting) of the site;

 Identify likely impacts of the development on Badgers;

 Recommend measures to avoid or reduce impacts on Badgers; and

 Advise on any requirement to attain a licence from Natural England to proceed with the works.

Site Characteristics

1.4 The development site is located along the eastern perimeter of the Willowbrook East Industrial Estate and comprises a large car forecourt with thin strips of grassland, scrub and trees present along the site boundary.

1.5 Two further large car forecourts lie west of the site with numerous steel clad industrial units located to the south. Rockingham race track lies approximately 350 metres to the north of the site, with an area of mosaic of scrub, bare ground and deciduous woodland in between. The Willow Brook runs through the woodland to the north, parallel to the site.

Shelton Road, Corby June 2015 Confidential Badger Survey

Legislation, Planning Context and Status1

Protection Legislation

1.6 Badgers are listed in Schedule 6 of the Wildlife and Countryside Act (1981). As such they receive protection under Section 11 of this Act, which prohibits the use of self-locking snares, bows, explosives or use of live mammals or birds as decoys, for capture and killing of any wild animal. It also prohibits the use of traps, snares, nets, poisons, electrical devices, dazzling devices, and automatic weapons, night shooting devices, gas or smoke for killing, injuring or taking animals listed on Schedule 6.

1.7 The Protection of Badgers Act (1992) makes it an offence to:

 wilfully kill, injure, take, possess or cruelly ill-treat a Badger

 attempt to do the above

 intentionally or recklessly interfere with a sett

1.8 A sett is classified as any structure that displays signs indicating current use by a Badger (Natural England, 2007). The Act does not define ‘current use’. However Natural England (2009a) has issued an advice note on the interpretation of ‘current use’ as follows:

 Displaying signs indicating current use is NOT synonymous with current occupation i.e. Badger need not be occupying the sett every day for the sett to display signs of current use;

 A Badger sett is protected by the legislation if it “displays signs indicating current use by a Badger”. A sett is therefore protected as long as such signs remain present. In practice, this could potentially be for a period of several weeks after the last actual occupation of the sett by a Badger or Badgers;

 Demonstration of the fact that a sett is not occupied by Badgers does NOT necessarily exempt it from the protection afforded by the Act if it still displays signs otherwise indicative of current use;

 A sett is likely to fall outside the definition of a sett in the Act if the evidence available indicates that it is NOT in use by Badgers; e.g. absence of Badger field signs, debris in sett entrances etc. In practice, such a sett may have been unused for several weeks.

1.9 Sett interference includes damaging or destroying a sett, obstructing access to a sett, and disturbing a Badger whilst it is occupying a sett. It is not illegal, and therefore a licence is not required, to carry out activities in the vicinity of a sett if no Badger is disturbed and the sett is not damaged or obstructed.

1 Please note that this legal information is a summary and intended for general guidance only. The original legal documents should be consulted for definitive information. Web addresses providing access to the full text of these documents are given in the References section.

Shelton Road, Corby June 2015 Confidential Badger Survey

1.10 The Act does not define ‘disturbance’. Natural England has issued an advice note on the interpretation of ‘Disturbance’ in relation to Badgers occupying a sett (Natural England, 2009b). Within this guidance, Natural England define disturbance to a Badger sett as:

‘..more than limited noise or activity near a sett at levels which Badgers commonly tolerate, without apparently being disturbed’

1.11 It is Natural England’s view that Badgers are relatively tolerant of moderate levels of noise and/or activity around their setts and that:

‘...low or moderate levels of apparent disturbance at or near to Badger setts do not necessarily disturb the Badgers occupying those setts’.

1.12 Examples of activities at or near setts that Natural England do not consider likely to cause disturbance to Badgers, and therefore would not normally expect to require a licence, include:

 Development, or other activities occurring close to Badger setts (use of hand tools and/or machinery), where there is no reason to believe that the ‘disturbance’ will be greater than that which Badgers commonly tolerate, and therefore any Badger(s) occupying the sett are unlikely to be disturbed;

 Vegetation removal (including felling small trees or shrubs) over or adjacent to setts (using hand tools and/or machinery);

 Clearing out of ditches/watercourses using machinery and/or hand tools where Badger setts are present.

1.13 Natural England requires a judgment to be made on a case by case basis as to whether a particular action may or may not cause disturbance to Badgers.

1.14 Where interference with a sett showing signs of current use cannot be avoided during the development, a licence is required from Natural England, which permits activities that would otherwise be illegal. Natural England will generally only issues licenses to permit activities during the period 1st July to 30th November as this avoids the Badgers’ breeding period. Natural England will only issue a licence after detailed planning permission has been granted, where applicable, so that there is no conflict with the planning process.

Protection Afforded by the Planning System

1.15 The National Planning Policy Framework (NPPF) sets out government policy regarding consideration of biodiversity in planning decisions. Under the NPPF the presence of a protected species is a material consideration when a planning authority is considering a development proposal that, if carried out, would be likely to result in harm to the species or its habitat.

1.16 The NPPF states that:

‘When determining planning applications, local planning authorities should aim to conserve and enhance biodiversity by applying the following principles:

Shelton Road, Corby June 2015 Confidential Badger Survey

 if significant harm resulting from a development cannot be avoided (through locating on an alternative site with less harmful impacts), adequately mitigated, or, as a last resort, compensated for, then planning permission should be refused;

 proposed development on land within or outside a Site of Special Scientific Interest (SSSI) likely to have an adverse effect on a SSSI (either individually or in combination with other developments) should not normally be permitted. Where an adverse effect on the site’s notified special interest features is likely, an exception should only be made where the benefits of the development, at this site, clearly outweigh both the impacts that it is likely to have on the features of the site that make it of special scientific interest and any broader impacts on the national network of SSSIs;

 development proposals where the primary objective is to conserve or enhance biodiversity should be permitted;

 opportunities to incorporate biodiversity in and around developments should be encouraged;

 the following wildlife sites should be given the same protection as European sites: potential Special Protection Areas (SPA) and possible Special Areas of Conservation (SAC); listed or proposed Ramsar sites; and sites identified, or required, as compensatory measures for adverse effects on European sites, potential SPAs, possible SACs, and listed or proposed Ramsar sites.’

1.17 Under Section 40 of the Natural Environment and Rural Communities (NERC) Act 2006 public bodies, including Local and Regional Planning Authorities have a duty to ‘have regard’ to the conservation of biodiversity in England when carrying out their normal functions, which includes consideration of planning applications. In compliance with Section 41 of the Act, the Secretary of State has published a list of species considered to be of principal importance for conserving biodiversity in England under the UK Post-2010 Biodiversity Framework. This is known as the list of England Biodiversity Priority (EBP), of which there are 56 habitats and 943 species (Natural England, 2013). The EBP list is used to guide planning authorities in implementing their duty under the NERC Act.

1.18 Badger is not an EBP species.

1.19 Badger is a Local BAP Priority Species for Northamptonshire (Northamptonshire Biodiversity Partnership, 2008).

Shelton Road, Corby June 2015 Confidential Badger Survey

2.0 Methodology

Desk Study

2.1 As part of the Ecological Appraisal, information from Northamptonshire Biodiversity Records Centre (NBRC)/ was received, and Natural England site designations accessed, on 4th June 2015. Information obtained was used to provide a background on ecological features in the vicinity of the site.

Field Survey and Assessment

2.2 A thorough search of the site and all suitable habitats immediately adjacent incorporating at least a 30 metres radius of the boundary of the development site, was undertaken for signs of Badger activity in accordance with current guidance (Harris et al., 1989). This involved a search for the presence of setts, foraging activity and associated field signs such as latrines, dung pits, prints and tracks. The location of any setts was mapped, including the number of entrances and signs of use such as bedding material, fresh spoil and hairs were recorded. Additionally, significant evidence of Badger activity was mapped (i.e. territory latrines and runs connecting setts).

2.3 Any sett entrances were plotted using a Global Positioning System (GPS) unit. Additionally, sett entrance positions were measured with a tape measure from the nearest landscape feature (i.e. tree or base of hedgerow), to help improve the accuracy of their location.

2.4 Where relevant, Fox and Rabbit excavations have also been recorded.

2.5 The survey was undertaken on 27th May 2015 by Dr Sarah Jackson (CEcol, CEnv, MCIEEM), Head of Ecology at Keystone Ecology, trained in the identification of Badger field signs and who satisfies all necessary field survey competencies as stipulated by the Chartered Institute for Ecology and Environmental Management (CIEEM). Weather conditions during the survey were: 16°C, dry with 50% cloud cover. Sett entrances are shown on Drawing Number: 131773/5/dwg1

2.6 Setts and sett entrances have been classified according to the definitions given in Appendix 1. The extent of the setts underground has not been mapped as this could extend in any direction up to at least 20 metres.

Nomenclature

2.7 The English names of flora and fauna species are given in the main text of this report. Scientific names are used only in the absence of English names. Vascular plants and Charophytes follow the nomenclature of The Botanical Society for the British Isles database (2007) with all other flora and fauna following the National Biodiversity Network (NBN) Gateway (NBN, 2015).

Shelton Road, Corby June 2015 Confidential Badger Survey

Limitations

2.8 Keystone Ecology staff and their sub-consultants endeavour to identify the presence of protected species wherever possible on site, where this falls within the agreed scope of works.

2.9 The results of the survey and assessment work undertaken by Keystone Ecology are representative at the time of surveying.

2.10 Up to date standard methodologies are used, which are accepted by Natural England and other statutory conservation bodies. No responsibility will be accepted where these methodologies fail to identify all species on site. Keystone Ecology cannot take responsibility where Government, national bodies or industry subsequently modify standards.

2.11 Sett entrances have been recorded using a hand-held GPS receiver (Garmin GPS map 60CSX) with a manufacturer’s stated accuracy of 3-5 metres when not in tree canopy, steep terrain or other enclosed environments.

Shelton Road, Corby June 2015 Confidential Badger Survey

3.0 Results and Assessment

3.1 A total of 12 setts were found on site (refer to Drawing Number: 131773/5dwg1. A description of each sett, the number and classification of entrances, and corresponding status, where it was possible to determine this from the evidence found, is presented in Table 1.

Table 1: Sett Descriptions

Sett Number(s) Sett Description and Number/Classification of Sett Status Entrances

1 2 hole sett within Tata Steel land at top of bank Outlier (Inactive) within woodland floor. Well defined mammal runs from it to other setts in the valley sides. Both holes blocked completely with dead leaves and no signs of usage. Tunnels open. Cobwebbed across entrance. No vegetation surrounding entrances. Extensive mammal runs between sett and into adjacent meadow area connecting to Setts 1-7 and 14, including the Main Sett (7) and Annex Sett (5) and to access point into the fenced off land adjacent to the site.

2 2 hole sett located within woodland floor on south Outlier (Assumed facing slope beneath the roosts of a mature Apple Active) tree. Entrances open and no cobwebs. No signs of digging or spoil. 1 partially blocked entrance with dead leaves, tunnel open. No vegetation immediately surrounding entrances. Well defined run to Sett 1 and into valley bottom/running along the top of the embankment linking Setts 1-7 and 14, including the Main Sett (7) and Annex Sett (5) and to access point into the fenced off land adjacent to the site.

3 Single hole sett with a stone slab forming the Single Hole (active) entrance. Located at the top of wooded bank in line with Sett 1. Entrance and tunnel open with both bedding and a small volume of spoil present. No vegetation immediately surrounding entrance. Well defined run to Sett 1 and into valley bottom/running along the top of the embankment linking Setts 1-7 and 14, including the Main Sett (7) and Annex Sett (5) and to access point into the fenced off land adjacent to the site.

Shelton Road, Corby June 2015 Confidential Badger Survey

Sett Number(s) Sett Description and Number/Classification of Sett Status Entrances

4 Single hole sett located on north facing slope within Single Hole woodland floor. (disused) Completely blocked with dead leaves and sticks. No spoil. Approximately 50% covered by vegetation. Adjacent levels of Rabbit and Fox activity high. Rabbit burrows extensive in Elder roots.

5 9 hole sett located on north facing slope on Annex (Active) woodland floor. Comprises 7 open entrances and 2 partially blocked entrances with dead leaves and spoil from adjacent excavations. Tunnels open. Tracks and limited spoil present around 4 entrances. No bedding. Approximately 40-50% covered by vegetation. Extensive runs to the west, east and into the meadow to the south connecting directly with the Main Sett (7) and Setts 1-4. Prints in spoil around 2 entrances showing signs of recent use.

7 13 hole sett located within vegetated banks in Main Sett (Active) woodland floor. 2 north facing and 11 south facing

entrance. Connected to Annex Sett (5) by well worn runs. 2 blocked entrances, with dead leaves at entrance and collapsed tunnels. 11 open entrances and signs of use with spoil, prints and bedding. Snuffle holes and latrines present to the east. Well defined run leading into meadow. Extensive signs of use and clear runs to Setts 1-5. Vegetation cover immediately adjacent to holes covering approximately 50% of entrances at least partially.

8 Single entrance, open within west facing slope in Single Hole woodland within metalled fenced area adjacent to (presumed disused) the site. Single access point from wider area through gap in fencing but no clear runs to sett. Metal stake planted in opening. Remains accessible. Signs of use by Fox with hairs and strong scent. No spoil or bedding. Vegetation covering 60% of entrance.

Shelton Road, Corby June 2015 Confidential Badger Survey

Sett Number(s) Sett Description and Number/Classification of Sett Status Entrances

10 5 well used entrances within north facing slope in Outlier (Active) fenced woodland area. Entrances adjacent to

mature Silver Birch. In close proximity to newt fencing erected as part of the construction of the Corby Northern Orbital Road. Clear runs into glades from entrances and runs from the single access point in the metal fencing arrive at the sett. Well used with prints and limited volume of spoil. No bedding.

11 Single entrance. Minimal spoil in evidence, no Outlier (Partially bedding. Connected to tracks in wider area. Active) Entrance clear of vegetation, partially blocked with dead leaves.

12 6 hole sett located beneath mature Hawthorn Subsidiary adjacent to stone steps running to Willow brook. (Active) South facing and free of vegetation. Entrance holes open and tunnels clear. No bedding but recent spoil and tracks. Mammal runs extensive along top of ridge running to glade and along fenceline to access point.

13 5 hole sett with 4 open entrances and 1 partially Outlier/Subsidiary open with tunnel collapsed. Located on east facing sett bank in close proximity to metal fencing. No (presumed disused) vegetation adjacent to entrances. No spoil or bedding. Former Outlier/Subsidiary sett now extensively used by Fox and Rabbit. Significant number of new holes (Rabbit) to the south of the Badger entrances and smell of Fox in former Badger sett.

14 Single entrance within low bank on the western side Single hole of the metal fence. (Active) Low vegetation cover not obscuring entrance. Limited spoil and no bedding. Mammal runs connect sett to Setts 1-5 and run into the adjacent meadow area.

3.2 A total of 12 setts were identified within the habitats to the north of the development site, all of which were located in excess of 30 metres from the development site and separated by a metalled fence approximately 2 metres high. A single access point in the northern perimeter of the fenceline is present, with extensive signs of regular use in the form of scratch marks, hairs caught on the wire, and well worn mammal runs connecting to the series of setts (including the Main and Annex Setts (7 and 5 respectively). Extensive evidence of foraging

Shelton Road, Corby June 2015 Confidential Badger Survey

activity within the meadow to the north and west of the site and within the enclosed woodland to the immediate north was identified during the survey. The majority of evidence is reported from woodland areas located adjacent to the working footprint of the Corby Northern Orbital Road. Extensive runs and latrines suggesting high levels of regular use.

3.3 Extensive evidence of Fox and Rabbit activity are located throughout the survey area.

3.4 In addition, 8 Fallow Deer noted grazing on the grassed slope immediately adjacent to the development site, with droppings and tracks throughout the enclosed section.

Shelton Road, Corby June 2015 Confidential Badger Survey

4.0 Impacts

4.1 None of the identified Badger setts are located within 30 metres of the development site and no impacts as a consequence of the proposed modifications to 13/00079/WASTEFUL. The site contains limited foraging habitat only for this species along the poor semi-improved grassland and line of trees running along the northern perimeter of the development site. There is no direct access to the Willow Brook or the enclosed woodland pLWS from the site for Badger due to the metal boundary fence. No adverse direct impacts on the favourable conservation status of the local Badger population are, therefore, predicted.

4.2 In the absence of mitigation, additional noise and lighting in place during the construction phase could result in adverse impacts on the functionality of the adjacent habitats for Badger. Given the high levels of lighting and activity levels already in place at the site, impacts are considered minor adverse and temporary during the construction phase only.

Shelton Road, Corby June 2015 Confidential Badger Survey

5.0 Recommendations and Requirements

Further Survey

5.1 Further survey would be necessary if works were delayed for 1 year or more. During any intervening period and the commencement of works on site, it is recommended that setts are re-surveyed so that their current status remains known and to inform an assessment of impacts.

Licensing and Planning

5.2 No licence is required from Natural England as no active Badger setts will be impacted by the development, including the proposed amendment to 13/00079/WASTEFUL.

Mitigation

5.3 All mitigation options provided follow the established Mitigation Hierarchy as set out in Section 5.2 of the British Standard on Biodiversity (BS42020:2013). This seeks as a preference to avoid impacts then to mitigate unavoidable impacts, and, as a last resort, ttheo compensate for unavoidable residual impacts that remain after avoidance and mitigation measures. To comply with guidance set out in Section 10.2 and Annex D.4.5 of BS42020:2013, a Construction Environmental Management Plan (CEMP) should be produced prior to the commencement of all site clearance works.

5.4 The proposed development will be contained within the hardstanding/sparse ephemeral/short perennial that makes up the vast majority of the site, therefore, the integrity of the Badger population within the adjacent pLWS will not be directly affected. However, it is recommended that temporary hoarding be positioned at the boundaries of the site (at the edge of the hardstanding) to ensure the protection of sensitive ecological receptors during construction operations and to reduce light and noise spill into the adjacent semi-natural habitats. In addition, no works must be undertaken during the hours of darkness.

5.5 To ensure that the margins of the site and suitable habitat on adjacent land retain their potential attractiveness for Badger, a sensitive lighting regime is recommended, whereby these habitats are not continually lit throughout the hours of darkness. Any security lighting should also be directional (i.e. away from the Willow Brook) and on sensors/timers where possible.

Shelton Road, Corby June 2015 Confidential Badger Survey

6.0 References

Botanical Society for the British Isles (2007). BSBI 2007 List. Available at: http://www.bsbi.org.uk/taxonomy.html [Accessed on 4th June 2015]

Harris, S., Cresswell, P. & Jefferies, D. (1989). Surveying Badgers. The Mammal Society

Keystone Ecology (2015). Ecological Appraisal. Keystone Ecology, Tetbury.

National Biodiversity Network (2015). NBN Gateway Species Dictionary. Available at: http://nbn.org.uk/Tools-Resources/NBN-Dictionaries/Species-Dictionary.aspx [Accessed on 4th June 2015].

Natural England (2007). Badgers and Development: A Guide to Best Practice and Licensing [Interim Guidance Document]. Natural England. [Online] . Available at: http://naturalengland.twoten.com/naturalenglandshop/docs/IN75.pdf [Accessed on 4th June 2015].

Natural England (2009a) Guidance on ‘Current Use’ in the Interpretation of a Badger Sett. Natural England [Online]. Available at: http://www.naturalengland.org.uk/Images/WMLG17_tcm6-11815.pdf [Accessed on 26th May 2015].

Natural England (2009b) Interpretation of ‘Disturbance’ in Relation to Badgers Occupying a Sett. Natural England [Online]. Available at: http://www.naturalengland.org.uk/Images/WMLG16_tcm6-11814.pdf [Accessed on 26th May 2015].

Natural England (2015). Habitats and Species of Principal Importance in England. Available at: http://www.naturalengland.org.uk/ourwork/conservation/biodiversity/protectandmanage/habsa ndspeciesimportance.aspx [Accessed on 26th May 2015]

Neal, E. & Cheeseman, C. (1996). Badgers. T. & A.D. Poyser Ltd: London.

Northamptonshire Biodiversity Partnership (2008). Northamptonshire Biodiversity Action Plan Second Edition. Available from http://www.northamptonshirebiodiversity.org/default.asp_PageID=17&n=View+the+BAP.html [Accessed on 4th June 2015].

Web Addresses for Access to Full Legislation and Policy Text:

National Planning Policy Framework: http://www.communities.gov.uk/documents/planningandbuilding/pdf/2116950.pdf

Shelton Road, Corby June 2015 Confidential Badger Survey

Natural Environment and Rural Communities Act 2006: http://www.legislation.gov.uk/ukpga/2006/16/contents The Protection of Badgers Act: http://www.legislation.gov.uk/ukpga/1992/51/contents

Wildlife and Countryside Act 1981: http://www.legislation.gov.uk/ukpga/1981/69

Shelton Road, Corby June 2015 Confidential Badger Survey

Plans

Key

Site boundary

Survey area

Badger survey results by classification and status (ID displayed) Main (Active) Annex (Active) Subsidiary (Active) Outlier (Active) Outlier (Partialy active) Single hole (Active) Single hole (Partialy active)

Single hole (Disused)

Fox (Active) Rabbit (Active)

2 3 1 10 56 14 7 8 4 9

Entran Shelton Road, Corby Drawing Number: 131773/5/dwg1 Badger Survey Results

Revision Date Drawn Approved rev0 03/06/2015 RF SJ

Central grid ref: SP909908

No dimensions to be scaled from this drawing All dimensions/locations are to be checked on site Measurements/locations displayed are for indicative purposes only

Appendices

Shelton Road, Corby June 2015 Confidential Badger Survey

Appendix 1 Badger Sett Assessment Criteria

Information sourced from Harris et al. (1989) and Neal & Cheeseman (1996).

Sett Status

Main setts - These are the most frequently used and appear to be large, well-established, often extensive and with large spoil heaps outside the entrances. Main setts are typically associated with an obvious network of paths leading to, from and around the entrances. There is generally only one main sett per social group of Badgers where the average number of entrances is 15.

Annexe setts - Regularly used, though not necessarily all of the time, with several entrances, annexe setts are smaller than the main sett and occur in close association with it (usually within 150 metres). They are normally linked to the main sett by clear well-used paths and consist of 6 entrance holes on average.

Subsidiary setts - These are further away from the main sett (50 metres or more) and typically comprise of 5 entrance holes on average. They are not continuously active, with no obvious path connecting them to the main sett. For this reason their ‘ownership’ can often only be determined by bait-marking.

Outlying setts - Sporadically used with few holes, outlying setts can be found anywhere within the territory and usually have small spoil heaps, indicating that they are not very extensive underground. There are no obvious paths connecting them to other setts and Foxes or Rabbits may colonise them when not in use by Badger.

Single hole setts are normally included in this category as well. These are also generally in sporadic use by Badgers and often exhibit few field signs to demonstrate evidence of Badger activity. Some may be occupied by a breeding female and Foxes may take over the hole when not in use by Badgers.

Entrance Status

The size, status and level of activity of each sett can be assessed by counting the number of entrance holes. The degree of use of each entrance hole can be classified as follows:

 Well-used holes - clear of any debris or vegetation and are obviously in regular use. There may be evidence of regular excavation or fresh footprints.

 Well-used holes with bedding - same as above but with bedding material present.

 Partially-used holes - not in regular use and with debris such as leaves and twigs in the entrance, or have moss and/or other plants growing in or around the entrance. To make use of the hole again, a minimum amount of clearance would be required.

Shelton Road, Corby June 2015 Confidential Badger Survey

 Disused holes - have not been in use for some time, are partially or completely blocked, and would require considerable clearance before they could be used. Long- disused holes may simply be a depression in the ground together with the remains of a spoil heap, which may be covered in moss or plants.

Shelton Road, Corby June 2015 Confidential Badger Survey

Keystone Contact Details

Project Manager

Dr Sarah Jackson CEcol, CEnv, MCIEEM

Head of Ecology

Northern Office Riverside Suite, The Old Corn Mill, Bullhouse Mill, Lee Lane, Millhouse Green, Sheffield, S36 9NN

T +44 (0) 1484 540533 M +44 (0) 7720 740282 E [email protected]

www.keyenv.co.uk/ecology

APPENDIX 12

WATER QUALITY, HYDROLOGY AND FLOOD RISK

APPENDIX 12.1 – Geodesys Drainage and Water Enquiry

Order Reference:B965132-1 Produced on:02 May 2013 COMMERCIALDW Drainage and Water Enquiry

The information in this document refers to: This document was ordered by:

Site at Corby TM Property Searches 200 Delta Business Park Swindon Wiltshire SN5 7XP

Customer reference: 11114292

This document was produced by: Geodesys, PO Box 485, Huntingdon, PE29 6YB. For any queries relating to this report please contact our customer services team on 0845 070 9109, quoting order reference: B965132-1.

Interpretation of Drainage and Water Search Appendix 1 of this report contains definitions of terms and expressions.

Enquiries and Responses The records were searched by Sharon Bish (Anglian Water Services Limited trading as Geodesys) who has no, nor is likely to have, any personal or business relationship with any person involved in the sale of the property. The report was completed by Sharon Bish (Anglian Water Services Limited trading as Geodesys) who has no, nor is likely to have, any personal or business relationship with any person involved in the sale of the property. This was requested on 01 May 2013 and completed on 02 May 2013

Geodesys, has a robust and uniformly efficient complaints process. Formal complaints and queries can be made, by telephone on 0845 070 9109, in writing to Geodesys, Osprey House, 1 Percy Road, Huntingdon, Cambs, PE29 6SZ or by e-mail to [email protected]

Our standard terms and conditions for Commercial Drainage and Water Enquiries apply to this report. They are included in this search and are available on our website.

Osprey House, 1 Percy Road, Huntingdon Cambridgeshire, PE29 6SZ DX 123730 Huntingdon 6 Tel: 0845 070 9109 Fax: 01480 323 890 Anglian Water Services Limited trading as GEODESYS Registered Office: Anglian House, Ambury Road, Huntingdon, Cambs, PE29 3NZ [email protected] Company Registration Number: 2366656 www.geodesys.com Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

The following records were searched in compiling this report:

- Questions 2, 13 and 14 were answered using The Map of Waterworks - Questions 12, 18, 21 and 22 were answered using the Water Billing Records - Questions 20 and 22 were answered using the Sewer Billing Records - Question 15 was answered using the Register of Properties subject to Poor Water Pressure - Question 16 and 17 was answered using the Drinking Water Register - Question 19 was answered using the defined statutory boundaries

These sources are all our own current records and are held by Geodesys, except for the Estate Terrier records which are held by Savills (L&P) Ltd who hold the Estates Management contract for Anglian Water. However where a property is billed by another water company for water and/or sewerage, particular questions could be answered using information provided by the other Water Company possible affected questions are:

- Questions 2, 12 - 14, 16 - 19, 21 and 22

Lisa Parmenter, Customer Services Team Leader, is the person responsible in respect of the following:

(i) any negligent or incorrect entry in the records searched; (ii) any negligent or incorrect interpretation of the records searched; (iii) any negligent or incorrect recording of that interpretation in the search report; and (iv) compensation payments

Complaint Procedure

As a minimum standard, Geodesys:

- will endeavour to resolve any telephone contact or complaint at the time of the call, however, if that is not possible, we will advise you on how soon we can respond. If you are not happy with our initial response, we will advise you to contact us via email, fax or letter explaining the reasons why you are not satisfied;

- will investigate and research the matter in detail and provide a written response within 5 working days of receipt of your written complaint;

- will keep you informed of the progress and update you with new timescales if necessary, depending on the scale of investigation required;

- will provide the search free of charge if your search takes us longer than 10 working days to complete and we have not communicated the reasons for the delay.

If you are still not satisfied with our response or action, we will refer the matter to a Senior Manager/Company Director for resolution.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

Order Summary Page

Question Answer

2 Where relevant, please include a copy of an extract from the map of waterworks Map Included

12 Is the property connected to mains water supply? Land/Plot

13 Are there any water mains, resource mains or discharge pipes within the No boundaries of the property?

14 Is any water main or service pipe serving, or which is proposed to serve the Land/Plot property, the subject of an existing adoption agreement or an application for such an agreement?

15 Is the property at risk of receiving low water pressure or flow? No

16 Please include details of a water quality analysis made by the water undertaker for See Details the water supply zone in respect of the most recent calendar year

17 Please include details of any departures, authorised by the Secretary of State See Details under Part 6 of the 2000 Regulations from the provisions of Part 3 of those Regulations.

18 Please include details of the location of any water meter serving the property See Details

19 Who are the sewerage and water undertakers for the area? Anglian Water Services Limited & Anglian Water Services Limited

20 Who bills the property for sewerage services? Land/Plot

21 Who bills the property for water services? Land/Plot

22 What is the current basis for charging for sewerage and water services at the Land/Plot property?

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

Question 1 Where relevant, please include a copy of an extract from the public sewer map

Answer A copy of an extract of the public sewer map is included, showing the public sewers, disposal mains and lateral drains in the vicinity of the property.

Informative Public Sewers are defined as those for which the Sewerage Undertaker holds statutory responsibility under the Water Industry Act 1991. Anglian Water Services Limited is not generally responsible for rivers, watercourses, ponds, culverts or highway drains. If any of these are shown on the copy extract they are shown for information only. An extract from the public sewer map is enclosed. This will show known public sewers in the vicinity of the property and it should be possible to estimate the likely length and route of any private drains and/or sewers connecting the property to the public sewerage system. Assets other than public sewers may be shown on the copy extract for information.

Question 2 Where relevant, please include a copy of an extract from the map of waterworks

Answer A copy of an extract of the map of waterworks is included, showing water mains, resource mains or discharge pipes in the vicinity of the property.

Informative The map of the waterworks has been supplied by: Anglian Water Services Limited PO Box 770 Lincoln LN5 7WX Tel: 08457 145 145 www.anglianwater.co.uk The 'water mains' in this context are those which are vested in and maintainable by the water company under statute. Assets other than public water mains may be shown on the plan, for information only. Water companies are not responsible for private supply pipes connecting the property to the public water main and do not hold details of these. These may pass through land outside of the control of the seller, or may be shared with adjacent properties. The buyer may wish to investigate whether separate rights or easements are needed for their inspection, repair or renewal, please refer to Question 23. The enclosed extract of the public water main record shows known public water mains in the vicinity of the property. It should be possible to estimate the likely length and route of any private water supply pipe connecting the property to the public water network.

Question 3 Does foul water from the property drain to a public sewer?

Answer This enquiry appears to relate to a plot of land or a recently built property. It is recommended that drainage proposals are checked with the developer.

Informative Anglian Water Services Limited is not responsible for any private drains and sewers that connect the property to the public sewerage system, and does not hold details of these. The property owner will normally have sole responsibility for private drains serving the property. If foul water does not drain to the public sewerage system the property may have private facilities in the form of a cesspit, septic tank or other type of treatment plant. An extract from the public sewer map is enclosed. This will show known public sewers in the vicinity of the property and it should be possible to estimate the likely length and route of any private drains and/or sewers connecting the property to the public sewerage system.

Question 4 Does surface water from the property drain to a public sewer?

Answer This enquiry appears to relate to a plot of land or a recently built property. It is recommended that drainage proposals are checked with the developer.

Informative Anglian Water Services Limited is not responsible for private drains and sewers that connect the property to the public sewerage system, and do not hold details of these. The property owner will normally have sole responsibility for private drains serving the property. If on inspection the buyer finds that the property is not connected for surface water drainage, the property may be eligible for a rebate of the surface water drainage charge. Details can be obtained from the company tel: 0800 169 3271. If surface water does not drain to the public sewerage system the property may have private facilities in the form of a soakaway or private connection to a watercourse.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

Question 5 Is a surface water drainage charge payable?

Answer Records confirm that a surface water drainage charge is not payable for the property.

Informative Where surface water from a property does not drain to the public sewerage system no surface water drainage charges are payable. Where surface water charges are payable but upon inspection the property owners believe that surface water does not drain to the public sewerage system, application can be made to the water company to end surface water charges (freephone 0800 169 3271 for more details).

Question 6 Does the public sewer map indicate any public sewer, disposal main or lateral drain within the boundaries of the property?

Answer The public sewer map included indicates that there are no public sewers, disposal mains or lateral drains within the boundaries of the property. However, on 1 October 2011, private sewers that serve a single property and lie outside the boundary of that property, were transferred into public ownership. Therefore there may be additional public sewers, disposal mains or lateral drains which are not recorded on the public sewer map but which may prevent or restrict development of the property.

Informative The boundary of the property has been determined by reference to the Ordnance Survey record. The presence of a public sewer running within the boundary may restrict further development. Anglian Water has a statutory right of access to carry out work on its assets, subject to notice. This may result in employees of the company or its contractors needing to enter the property to carry out work. Sewers indicated on the extract of the public sewer map as being subject to an agreement under Section 104 of the Water Industry Act 1991 are not an 'as constructed' record. It is recommended that these details are checked with the developer, if any.

Question 7 Does the public sewer map indicate any public sewer within 30.48 metres (100 feet) of any buildings within the property?

Answer The public sewer map indicates that there are no public sewers within 30.48 metres (100 feet) of a building within the property. However, it has not always been a requirement for such public sewers to be recorded on the public sewer map. It is therefore possible for unidentified sewers or public sewers to exist within the boundaries of the property. However, on 1 October 2011 private sewers were transfered into public ownership, therefore there may be additional lateral drains and/or public sewers which are not recorded on the public sewer map but are also within 30.48 metres (100 feet) of a building within the property.

Informative The measure is estimated from the Ordnance Survey record, between any building within the boundary of the property and the nearest public sewer. Sewers indicated on the extract of the public sewer map as being subject to an agreement under Section 104 of the Water Industry Act 1991 are not an 'as constructed' record. It is recommended that these details are checked with the developer.

Question 8 Are any sewers or lateral drains serving or which are proposed to serve the property the subject of an existing adoption agreement or an application for such an agreement?

Answer Records confirm that sewers serving the development, of which the property forms part, are not the subject of an existing adoption agreement or an application for such an agreement.

Informative This enquiry is of interest to purchasers of new properties who will want to know whether or not the property will be linked to a public sewer. Where the property is part of a very recent or ongoing development and the sewers are not the subject of an adoption application, buyers should consult with the developer to ascertain the extent of public drains and sewers for which they will hold maintenance and renewal liabilities.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

Question 9 Has a Sewerage Undertaker approved or been consulted about any plans to erect a building or extension on the property over or in the vicinity of a public sewer, disposal main or drain?

Answer The company's records confirm that there is not a statutory agreement or consent in respect of building over/near a public sewer at this property. For historical reasons the company may not be aware of some agreements or consents which have been entered into by the local authority. Whilst an 'agreement' may not exist, current Building Regulation guidance permits building over/near sewers in certain circumstances. Consent without an agreement may have been issued by Anglian Water or independently by the Building Control Body. As long as the extension has a valid building regulations certificate then this should prove adequate assurance to the purchaser.

Informative Anglian Water Services Limited is obliged to maintain its sewers. If any problem were to arise, Anglian Water Services Limited would investigate the problem and has a statutory right of access to carry out work on its assets, subject to notice. This may result in employees of the company or its contractors needing to enter the property. In advance of any problem it is difficult to predict the effect the works would have on the property. Similarly, the position as to liability of both the property owner and Anglian Water Services Limited would need to be ascertained. On 1 October 2011 private sewers were transfered into public ownership, therefore there may be additional public sewers, disposal mains or lateral drains which are not recorded on the public sewer map but which may further prevent or restrict development of the property.

Question 10 Is any building within the property at risk of internal flooding due to overloaded public sewers?

Answer The property is not recorded as being at risk of internal flooding due to overloaded public sewers. On 1 October 2011 private sewers, disposal mains and lateral drains were transferred into public ownership. It is therefore possible that a property may be at risk of internal flooding due to an overloaded public sewer which Anglian Water may not be aware of. For further information it is recommended that enquiries are made of the vendor as to any previous flooding occurances.

Informative A sewer is "overloaded" when the flow from a storm is unable to pass through it due to a permanent problem (eg. Flat gradient, small diameter). Flooding as a result of temporary problems such as blockage, siltation, collapses, and equipment or operational failures are excluded. "Internal flooding" from public sewers is defined as flooding which enters a building or passes below a suspended floor. For reporting purposes, buildings are restricted to those normally occupied and used for residential, public, commercial, business or industrial purposes. "At Risk" properties are those that the water company is required to include in the Regulatory Register that is reported annually to the Director General of Water Services. These are defined as properties that have suffered, or are likely to suffer, internal flooding from public foul, combined or surface water sewers due to overloading of the sewerage system more frequently than the relevant reference period (either once or twice in ten years) as determined by the Company's reporting procedure. Flooding as a result of storm events proven to be exceptional and beyond the reference period of one in ten years are not included on the At Risk register. Properties may be at risk of flooding but not included on the Register where flooding incidents have not been reported to the company. Public sewers are defined as those for which the company holds statutory responsibility under the Water Industry Act 1991. It should be noted that flooding can occur from private sewers and drains which are not the responsibility of Anglian Water Services Limited. This report excluded flooding from private sewers and drains and Anglian Water Services Limited makes no comment upon this matter.

Question 11 Please state the distance from the property to the nearest boundary of the nearest sewage treatment works

Answer The nearest sewage treatment works is 1.65 kilometres to the South of the property. The name of the sewage treatment works is CORBY STW (Anglian Water Services Ltd).

Informative The nearest sewage treatment works will not always be the sewage treatment works serving the catchment within which the property is situated. The Sewerage Undertaker's records were inspected to determine the nearest sewage treatment works. It should be noted, therefore, that there may be a private sewage treatment works closer than the one detailed above that has not been identified.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

Question 12 Is the property connected to mains water supply?

Answer This enquiry appears to relate to a plot of land or a recently built property. It is recommended that the water supply proposals are checked with the developer.

Question 13 Are there any water mains, resource mains or discharge pipes within the boundaries of the property?

Answer The map of waterworks does not indicate any water mains, resource mains or discharge pipes within the boundaries of the property.

Informative The boundary of the property has been determined by reference to the Ordnance Survey record.

Question 14 Is any water main or service pipe serving, or which is proposed to serve the property, the subject of an existing adoption agreement or an application for such an agreement?

Answer This enquiry appears to relate to a plot of land or a recently built property. It is recommended that water supply proposals are checked with the developer.

Informative This enquiry is of interest to purchasers of properties who will want to know whether or not the property will be linked to the mains water supply.

Question 15 Is the property at risk of receiving low water pressure or flow?

Answer Records confirm that the property is not recorded on a register kept by the water undertaker as being at risk of receiving low water pressure or flow.

Informative "Low water pressure" means water pressure below the regulatory reference level which is the minimum pressure when demand on the system is not abnormal. Water Companies are required to include in the Regulatory Register that is reported annually to the Director General of Water Services properties receiving pressure below the reference level, provided that allowable exclusions do not apply. (i.e. events which can cause pressure to temporarily fall below the reference level). The reference level of service is a flow of 9 litres/minute at a pressure of 10 metres head on the customer's side of the main stop tap (mst). The reference level of service must be applied on the customer's side of a meter or any other company fittings that are on the customer's side of the main stop tap. The reference level applies to a single property. Where more than one property is served by a common service pipe, the flow assumed in the reference level must be appropriately increased to take account of the total number of properties served.For two properties, a flow of 18 litres/minute at a pressure of 10 metres head on the customers' side of the mst is appropriate. For three or more properties the appropriate flow should be calculated from the standard loadings provided in BS6700 or Institute of Plumbing handbook. Allowable exclusions: The Company is required to include in the Regulatory Register properties receiving pressure below the reference level, provided that allowable exclusions listed below do not apply. Abnormal demand: This exclusion is intended to cover abnormal peaks in demand and not the daily, weekly or monthly peaks in demand which are normally expected. Water Undertakers should exclude from the reported DG2 figures, properties which are affected by low pressure only on those days with the highest peak demands. During the report year companies may exclude, for each property, up to five days of low pressure caused by peak demand. Planned maintenance: Water Undertakers should not report under DG2 low pressures caused by planned maintenance. It is not intended that water undertakers identify the number of properties affected in each instance. However, water undertakers must maintain sufficiently accurate records to verify that low pressure incidents that are excluded from DG2 because of planned maintenance are actually caused by maintenance. One-off incidents: This exclusion covers a number of causes of low pressure: mains bursts; failures of company equipment (such as PRVs or booster pumps); firefighting; and action by a third party. However, if problems of this type affect a property frequently, they cannot be classed as one-off events and further investigation will be required before they can be excluded. Low pressure incident of a short duration: Properties affected by low pressure which only occur for a short period, and for which there is evidence that incidents of a longer duration would not occur during the course of the year, may be excluded from the reported DG2 figures.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

Question 16 Please include details of a water quality analysis made by the water undertaker for the water supply zone in respect of the most recent calendar year

Answer The analysis records confirmed that tests failed to meet the standards of the 2000 regulations or the 2001 Regulations in relation to another substance or substances, and these are 1 test of 932 taken from Wing water treatment works failed to meet the standard for clostridium. Although investigations did not identify the cause, the drinking water supply remained safe to drink. Also, 4 tests of 13 taken from Morcott water treatment works failed to meet the standard for metaldehyde, 5 tests of 25 taken from Wing water treatment works failed to meet the standard for metaldehyde and 1 test of 672 taken from Morcott water treatment works failed to meet the standard for clostridium. The exceedances were caused by elevated pesticide levels in the raw water supplying Morcott and Wing water treatment works. We are working with a wide range of other agencies, including the agricultural community, on ways in which levels of metaldehyde can be reduced in the environment. There is no risk to health.

Informative Anglian Water investigates all infringements of drinking water quality standards thoroughly and takes appropriate corrective actions to resolve any problems. If there was any risk to public health from the quality of drinking water supplied, the Company would inform customers immediately, advise them not to drink the water until the risk had been removed and would take appropriate steps to advise and protect their customers. The information provided above is based on a full calendar year. For more up to date and detailed information please see the water quality report provided at the back of this search. You can also visit www.anglianwater.co.uk, or telephone 0845 0709109 or write to Geodesys, PO Box 485, Huntingdon, Cambridgeshire, PE29 6YB. Water companies have a duty to provide wholesome water that meets the standards of the Water Supply (Water Quality) Regulations 2000. Water quality is normally tested at the tap used for domestic consumption, usually the kitchen. However, the owner/occupier is responsible for any deterioration in water quality that is a result of the supply pipe and the plumbing within the property and results in the standards not being met. In England and Wales these regulations implement the requirements of the European Drinking Directive 98/83/EC. The 2000 Regulations impose standards for a range of parameters, which are either health based to ensure the water is safe to drink or ensure the water is aesthetically acceptable. They also require that drinking water should not contain any element, organism or substance (whether or not a parameter) at a concentration or value which would be detrimental to public health. If there are concerns that lead pipes within the property may be causing high levels of lead in your drinking water please contact your water company for further advice (Telephone Anglian Water Customer Services on: 08457 145 145). The water company undertakes a monitoring programme to establish water quality that includes random sampling from properties. It will notify the consumers of any failures to meet the water quality standards that are due to the condition or maintenance of the supply pipe and the plumbing within the property. Samples are taken from a random selection of addresses within a water supply zone and the results of these samples represent the zonal performance. Water Quality zones are allowed to have a population equivalent of up to 86,000 and can cover large geographical areas. There is only a small possibility that the results of samples reported were taken from the property in question. The data collected by the company is subject to external review by the drinking water inspectorate (DWI) and by local and health authorities. In addition to reviewing quality data the DWI also carry out audits during which any area of the company's operations can be examined.

Question 17 Please include details of any departures, authorised by the Secretary of State under Part 6 of the 2000 Regulations from the provisions of Part 3 of those Regulations.

Answer There are no such authorised departures for the water supply zone.

Informative Authorised departures are not permitted if the extent of the departure from the standard is likely to constitute a potential danger to human health. Please contact your water company if you require further information.

Question 18 Please include details of the location of any water meter serving the property

Answer Records indicate that this enquiry relates to a plot of land or recently built property. It is recommended that the charging proposals are checked with the developer.

Question 19 Who are the sewerage and water undertakers for the area?

Answer Anglian Water Services Limited, PO Box 770, Lincoln, LN5 7WX, Tel: 08457 145 145, www.anglianwater.co.uk is the sewerage undertaker for the area and Anglian Water Services Limited, PO Box 770, Lincoln, LN5 7WX, Tel: 08457 145 145, www.anglianwater.co.uk is the water undertaker for the area.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

Question 20 Who bills the property for sewerage services?

Answer Records indicate that this enquiry relates to a plot of land or a recently built property. It is recommended that the charging proposals are checked with the developer.

Question 21 Who bills the property for water services?

Answer Records indicate that this enquiry relates to a plot of land or a recently built property. It is recommended that the charging proposals are checked with the developer.

Question 22 What is the current basis for charging for sewerage and water services at the property?

Answer Records indicate that this enquiry relates to a plot of land or a recently built property.

Informative Water and sewerage companies full charges are set out in their charge schemes which are available from the company free of charge upon request. Unless we consider it impracticable to fit a Meter, we will require a Meter to be fitted to our specification to measure the volume of water supplied for charging purposes to all Non-Household premises or to any other premises where the principal use of the premises is not as a person's home. (For the purposes of assessing whether the principal use of the premises is otherwise than as a person's home account will be taken of whether a business is registered for V.A.T. purposes at the premises.) Non-Household Customers will be charged for fitting a Meter. Non-Household Measured Tariffs will automatically apply and be fixed in respect of all Non-Household Premises to which a Meter has been fitted to our specification to measure the volume of water supplied for charging purposes. Otherwise, the Unmeasured Tariffs will apply. Mixed use premises are premises used partly as a person's house or dwelling and partly for business purposes, eg. a supply serving both a farmhouse occupied as a sole or principal dwelling and a farm; or, a shop and a flat occupied as a sole or principal dwelling. If the principal use of the premises is for business purposes, measured charges will apply as if the whole of the premises were Non-Household premises. If the principal use of the premises is as a person's sole or principal dwelling, measured charges will apply when fixed in accordance with our Meter policy for Household Customers. Otherwise, Customers will be charged unmeasured tariffs. Occupiers of Mixed Use Premises may choose whether the premises are charged under Household Charges or Non-Household Charges. Choosing to pay Non-Household Charges will not affect your statutory rights if you are occupying the premises as your home or as your sole or principal dwelling, but may otherwise affect your entitlement, eg. for a leakage rebate. If at a later date separate supplies are provided to separate parts of the premises, those parts will be charged according to their use, ie. Household or Non-Household.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013

Question 23 Is there any easement giving Anglian Water the right of access to defined assets located within the boundary of the property?

Answer Records indicate that the property is not subject to such an agreement.

Informative This question relates to private agreements between Anglian Water acting in a private capacity and a landowner. Such contracts may often be part of a conveyance or land transfer, or a deed of grant of easement. If there is no formal easement, then a sewer or water main may have been constructed following the service of notice under the provisions of the Public Health Act 1936, Water Act 1945, Water Act 1989 or Water Industry Act 1991 as applicable. The company does not hold copies of these notices. However, in the absence of evidence to the contrary there is a legal presumption that all matters were properly dealt with. All rights and obligations relating to sewers and water mains are now covered by the Water Industry Act 1991. Where rights exist at the boundary of the property, but we are not sure of the exact correlation, we will answer 'yes' to this question. A documentary right can exist even if the physical asset itself has not yet been laid, or has been moved, or removed. Likewise the position of the right and of the asset may differ. You may also find that an asset is protected both with contractual rights and statutory rights. Please consult your solicitor as to why this may happen, and its effects. We refer to 'defined' assets for the following reasons: Often a contract may give Anglian Water an expressed right to install and maintain assets within an area but without stating the exact position or route of such assets. Also, the law may imply rights where none have been mentioned specifically in a related contract, such as a conveyance. Finally, rights may come into being through long use. In any of these cases the rights are undefined, and although Anglian Water may need to rely on them from time to time, as we cannot map the rights accurately, we will answer 'no' to this question. Information obtainable from physical inspection (including Trial Bore Holes) overides information contained in the report. Any error in answering this question is not to be regarded as a waiver of Anglian Water's rights or title, or an agreement or representation that Anglian Water is prepared to vary or discharge any of its rights or title.

As a general rule, easement widths are as follows:

Pipe Diameter Width or Strip Up to 149mm 4.5m 150 - 449mm 6.0m 450 - 749mm 9.0m 750 and above 12.0m

If you require a copy of an agreement please contact Savills, Trinity Court, Trinity Street, Peterborough, PE1 1DA. A fee may be charged for this service. Please quote the date of the Report plus the Report Reference. You may also make contact either by telephone on 01733 209932 or by email to [email protected]

Question 24 Are there any trade effluent consents relating to this site/property

Answer Records indicate that there are no trade effluent consents relating to this site/property.

Informative The Trade effluent consent applies to premises in the vicinity of the premises the subject of this search, but it is for the applicant to satisfy itself as to the suitability of the consent for its client's requirements. If, in the case of any trade premises, any trade effluent is discharged without such consent or other authorisation, the occupier of the premises shall be guilty of an offence. The occupier of any trade premises in the area of Anglian Water Services Limited may only discharge any trade effluent proceeding from those premises into Anglian Water Services Limited's sewers if he does so with Anglian Water Services Limited's consent. Please note any existing consent is dependant on the business being carried out at the property and will not transfer automatically upon change of ownership. For further information, including copies of consent, please contact Anglian Water, Water Quality and Environmental Performance Department, Environmental Standards Team, Anglian House, Ambury Road South, Huntingdon, Cambridgeshire, PE29 3NZ or telephone 01480 323971.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013 APPENDIX 1 GENERAL INTERPRETATION

(1) In this Schedule- "the 1991 Act" means the Water Industry Act 1991(a); "the 2000 Regulations" means the Water Supply (Water Quality) Regulations 2000(b); "the 2001 Regulations" means the Water Supply (Water Quality) Regulations 2001(c); "adoption agreement" means an agreement made or to be made under Section 51A(1) or 104(1) of the 1991 Act (d); "bond" means a surety granted by a developer who is a party to an adoption agreement; "bond waiver" means an agreement with a developer for the provision of a form of financial security as a substitute for a bond; "calendar year" means the twelve months ending with 31st December; "discharge pipe" means a pipe from which discharges are made or are to be made under Section 165(1) of the 1991 Act; "disposal main" means (subject to Section 219(2) of the 1991 Act) any outfall pipe or other pipe which- (a) is a pipe for the conveyance of effluent to or from any sewage disposal works, whether of a sewerage undertaker or of any other person; and (b) is not a public sewer; "drain" means (subject to Section 219(2) of the 1991 Act) a drain used for the drainage of one building or any buildings or yards appurtenant to buildings within the same curtilage; "easement" means the rights relating to a pipe or pipes granted to the water undertaker or sewerage undertaker by an agreement. This is to be distinguished from statutory rights arising from the service of a statutory notice; "effluent" means any liquid, including particles of matter and other substances in suspension in the liquid; "financial year" means the twelve months ending with 31st March; "lateral drain" means- (a) that part of a drain which runs from the curtilage of a building (or buildings or yards within the same curtilage) to the sewer with which the drain communicates or is to communicate; or (b) (if different and the context so requires) the part of a drain identified in a declaration of vesting made under Section 102 of the 1991 Act or in an agreement made under Section 104 of that Act (e); "licensed water supplier" means a company which is the holder for the time being of a water supply licence under Section 17A(1) of the 1991 Act(f); "maintenance period" means the period so specified in an adoption agreement as a period of time- (a) from the date of issue of a certificate by a sewerage undertaker to the effect that a developer has built (or substantially built) a private sewer or lateral drain to that undertaker's satisfaction; and (b) until the date that private sewer or lateral drain is vested in the sewerage undertaker; "non-household premises" means premises used, or intended for use, for commercial purposes; "map of waterworks" means the map made available under section 198(3) of the 1991 Act (g) in relation to the information specified in subsection (1A); "private sewer" means a pipe or pipes which drain foul or surface water, or both, from premises, and are not vested in a sewerage undertaker; "public sewer" means, subject to Section 106(1A) of the 1991 Act(h), a sewer for the time being vested in a sewerage undertaker in its capacity as such, whether vested in that undertaker- (a) by virtue of a scheme under Schedule 2 to the Water Act 1989(i); (b) by virtue of a scheme under Schedule 2 to the 1991 Act (j); (c) under Section 179 of the 1991 Act (k); or (d) otherwise; "public sewer map" means the map made available under Section 199(5) of the 1991 Act (l); "resource main" means (subject to Section 219(2) of the 1991 Act) any pipe, not being a trunk main, which is or is to be used for the purpose of- (a) conveying water from one source of supply to another, from a source of supply to a regulating reservoir or from a regulating reservoir to a source of supply; or (b) giving or taking a supply of water in bulk; "sewerage services" includes the collection and disposal of foul and surface water and any other services which are required to be provided by a sewerage undertaker for the purpose of carrying out its functions; "Sewerage Undertaker" means the Company appointed to be the sewerage undertaker under Section 6(1) of the 1991 Act for the area in which the property is or will be situated; "surface water" includes water from roofs and other impermeable surfaces within the curtilage of the property; "trade effluent" means any effluent which is wholly or partly produced in the course of any trade or industry carried on at trade premises; "water main" means (subject to Section 219(2) of the 1991 Act) any pipe, not being a pipe for the time being vested in a person other than the water undertaker, which is used or to be used by a water undertaker or licensed water supplier for the purpose of making a general supply of water available to customers or potential customers of the undertaker or supplier, as distinct from for the purpose of providing a supply to particular customers; "water meter" means any apparatus for measuring or showing the volume of water supplied to, or of effluent discharged from any premises; "water supplier" means the Company supplying water in the water supply zone, whether a water undertaker or licensed water supplier; "water supply zone" means the names and areas designated by a water undertaker within its area of supply that are to be its water supply zones for that year; and "Water Undertaker" means the Company appointed to be the water undertaker under Section 6(1) of the 1991 Act for the area in which the property is or will be situated.

(2) In this Schedule, references to a pipe, including references to a main, a drain or a sewer, shall include references to a tunnel or conduit which serves or is to serve as the pipe in question and to any accessories for the pipe. (a) 1991 c.56. (b) S.I. 2000/3184. These Regulations apply in relation to England. (c) S.I. 2001/3911. These Regulations apply in relation to Wales. (d) Section 51A was inserted by Section 92(2) of the Water Act 2003 (c. 37). Section 104(1) was amended by Section 96(4) of that Act. (e) Various amendments have been made to Sections 102 and 104 by section 96 of the Water Act 2003. (f) Inserted by Section 56 of and Schedule 4 to the Water Act 2003. (g) Subsection (1A) was inserted by Section 92(5) of the Water Act 2003. (h) Section 106(1A) was inserted by Section 99 of the Water Act 2003. (i) 1989 c.15. (j) To which there are various amendments made by Section 101(1) of and Schedule 8 to the Water Act 2003. (k) To which there are various amendments made by Section 101(1) of and Schedule 8 to the Water Act 2003. (l) Section 199 was amended by Section 97(1) and (8) of the Water Act 2003.

Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013 COMMERCIALDW Terms and Conditions The Customer, the Client and the Purchaser are asked to note these terms which govern The Company's entire liability (except to the extent provided by clause 3.4) in respect of the basis on which this drainage and water report is supplied. all causes of action arising by reason of or in connection with the Report (whether for breach of contract, negligence or any other tort under statute or statutory duty or Definitions otherwise at all) shall be limited to 2 million. In any event, the Company shall not have any liability in contract, negligence or any other tort or for breach of statutory duty or "Company" means Anglian Water Services Limited trading as GEODESYS who produce otherwise in respect of any loss of profit, loss of revenue, loss of opportunity, or the Report; its registered office being at Anglian House, Ambury Rd, Huntingdon, anticipated savings or any indirect or consequential loss or damage that may be suffered Cambridgeshire PE29 3NZ and whose principal place of trading is at Osprey House, 1 by the Customer, Client or Purchaser howsoever arising. The plans attached to the Percy Road, Huntingdon, Cambridgeshire PE29 6SZ, company number 2366656. Report are provided pursuant to the Company's statutory duty to make such plans 'Order' means any request for a report made by a Customer. available for inspection (notwithstanding the provisions of this clause) and attention is 'Report' means the drainage and water report prepared by the Company in respect of drawn to the notice on the plan(s) attached to the Report which applies to the plan(s) the Property. and its contents. 'Property' means the address or location supplied by the Customer in the Order. 'Customer' means the person, company, firm or other legal body placing the Order, 3.4 Nothing in these terms shall exclude the Company's liability for death or personal either on their own behalf as Client, or, as an agent for a Client. injury arising from its negligence. 'Client' means the person, company or body who is the intended recipient of the Report with an actual or potential interest in the Property. 4.0 Copyright and Confidentiality 'Purchaser' means the actual or potential purchaser of the Property including their 4.1 The Customer, the Client and the Purchaser acknowledge that the Report is mortgage lender. confidential and is intended for the personal use of the Client and the Purchaser. The copyright and any other intellectual property rights in the Report shall remain the 1.0 Agreement property of the Company. No intellectual or other property rights are transferred or licensed to the Customer, the Client or the Purchaser except to the extent expressly 1.1 The Company agrees to supply the Report to the Customer and the Client provided herein. subject to these terms.The scope and limitations of the Report are described in paragraph 2 of these terms. Where the Customer is acting as an agent for the 4.2 The Customer, the Client or the Purchaser is entitled to make copies of the Report Client and/or the Purchaser then the Customer shall be responsible for bringing but may only copy Ordnance Survey mapping or data contained in or attached to these terms to the attention of the Client and the Purchaser. the Report, if they have an appropriate licence from the originating source of that mapping or data. 1.2 The Customer, the Client and the Purchaser agree that the placing of an Order for a Report and the subsequent provision of a copy of the Report to 4.3 The Customer, the Client and the Purchaser agree (in respect of both the original the Client and/or the Purchaser indicates their acceptance of these terms. and any copies made) to respect and not to alter any part of the Report including but not limited to the trademark, copyright notice or other proprietary marking 2.0 The Report which appears on the Report. 4.4 The maps contained in the Report are protected by Crown Copyright and must not Whilst the Company will use reasonable care and skill in producing the Report, it be used for any purpose outside the context of the Report. is provided to the Customer, the Client and the Purchaser on the basis that they acknowledge and agree to the following: 4.5 The Customer, the Client and the Purchaser agree to indemnify the Company against any losses, costs, claims and damage suffered by the Company as a 2.1 The information contained in the Report can change on a regular basis so the result of any breach by them of the terms of paragraphs 4.1 to 4.4 inclusive. Company cannot be responsible to the Customer, the Client or the Purchaser for any change in the information contained in the Report after the date on 5.0 Payment which the Report was produced and sent to the Customer. 5.1 Unless otherwise stated all prices are inclusive of VAT. The Customer shall pay the 2.2 The Report does not give details about the actual state or condition of the price of the Report specified by the Company, without any set off, deduction or Property nor should it be used or taken to indicate or exclude actual counterclaim. suitability or unsuitability of the Property for any particular purpose, or relied upon for determining saleability or value, or used as a substitute for any 5.2 Payment must be received in advance unless an account has been set up with the physical investigation or inspection. Further advice and information should Company. In these cases, payment terms will be as agreed with the Company, but in always be obtained from the appropriate experts and professionals. any event any invoice must be paid within 30 days. 2.3 The information contained in the Report is based upon the accuracy, 5.3 The Company reserves the right to increase fees on reasonable prior written completeness and legibility of the address and/or plans supplied by the notice at any time. Customer or Client or Purchaser. 6.0 Data Protection 2.4 The Report provides information as to the location and connection status of existing services and other information in relation to drainage and water 6.1 The Company will process any personal data you provide to it in accordance with enquiries and should not be relied on for any other purpose. The Report may the Data Protection Act 1998. Any personal information you provide to the Company contain opinions or general advice to the Customer, the Client and the Purchaser. may be used for the purposes for which the information is provided and to assist with our The Company cannot ensure that any such opinion or general advice is accurate, debt recovery processes. The Company may also disclose it to other companies in the complete or valid and therefore accepts no liability. Anglian Water Group (being Anglian Water Group Limited and its subsidiary companies) and their sub-contractors in connection with those purposes, but it will not be processed 2.5 The position and depth of apparatus shown on any maps attached to the for other purposes or disclosed to other third parties without your express permission. Report are approximate and are furnished as a general guide only, and no The Company may also utilise any information it collects so that it is able to correctly warranty as to its correctness is given or implied. The exact positions and administer, develop and improve the business and services it provides to customers. depths of apparatus should be obtained by excavation trial holes and the maps must not be relied on in the event of excavation or other works made in the vicinity 7.0 General of the company's apparatus. 7.1 If any provision of these terms is or becomes invalid or unenforceable, it will be taken to be removed from the rest of these terms to the extent that it is invalid or 3.0 Liability unenforceable. No other provision of these terms shall be affected. 3.1 The Company shall not be liable to the Customer, the Client or the Purchaser 7.2 These terms shall be governed by English law and all parties submit to the for any failure, defect or non-performance of its obligations arising from any exclusive jurisdiction of the English courts. failure of, or defect in any machine, processing system or transmission link or anything beyond the Company's reasonable control or the acts or 7.3 Nothing in these terms and conditions shall in any way restrict the Customer's, omissions of any third party. the Client's or the Purchaser's statutory or any other rights of access to the information contained in the Report. 3.2 Where a Report is requested for an address falling within a geographical area where two different companies separately provide Water and Sewerage 7.4 These terms and conditions may be enforced by the Customer, the Client and the Services, then it shall be deemed that liability for the information given by Purchaser but no other third party. each company will remain with the company providing the data in respect of 7.5 Before you agree to these Terms and Conditions, please note it is your the accuracy of the information supplied. A company supplying information responsibility to ensure your client/customer is aware of them and that any which has been provided to it by another company for the purposes outlined in this objections are raised accordingly. agreement will therefore not be liable in any way for the accuracy of that information and will supply that information as agent for the company from which the information was obtained. 3.3 The Report is produced for use in relation to individual commercial property transactions where the property is used solely for carrying on a trade or business, the property is intended to be developed for commercial gain or the property is not a single residential, domestic property.

For more information, please contact us on: 0845 070 9109 www.geodesys.com CommDWTCs v 4 - April 2013

Ref:11114292 Site at Corby, Ordnance Survey Mapping © Crown Copyright 1000018507 Date: 01/05/13 Scale: 1:2500 Map Centre: 490897,290803 Title: B965132-1 Clean Water Plan A3

This plan must be used in conjunction with the search results attached. The information shown on this drawing is based on the data currently recorded but the position must be regarded as approximate. Service pipes, private sewers and drains are not generally shown. The actual position of all apparatus MUST be established by trial holes. No liability whatsoever is accepted for any error or omission. This information is valid for the date printed. This plan is produced by Anglian Water Services Ltd. trading as GEODESYS from Ordnance Survey digital map data which is protected by Crown copyright and remains the Potable Water Fitting property of Ordnance Survey, (c)Crown copyright, 100018507. This map data is to be used for the purposes of viewing the location of Anglian Water 'plant' only. Any other use of the map data or further copies are not permitted. Raw Water PO BOX 485, Decommissioned Water Hydrant Huntingdon, PE29 6YB DX123730 Huntingdon 6 Please Note: Not all fittings are shown on the map Ordnance Survey Mapping © Crown Copyright 1000018507 Date: 01/05/13 Scale: 1:2500 Map Centre: 490897,290803 Title: B965132-1 Waste Water Plan A3

This plan must be used in conjunction with the search results attached. The information shown on this drawing is based on the data currently recorded but Foul Sewer Outfall* the position must be regarded as approximate. Service pipes, private sewers and drains are not generally shown. As from 1st October 2011 ownership of Surface Sewer private sewers and lateral drains will change in accordance with The Water Industry (Schemes for Adoption of Private Sewers) Regulations 2011.The Inlet* contents of this map do not reflect these changes.The actual position of all apparatus MUST be established by trial holes. No liability whatsoever is accepted Combined Sewer for any error or omission. This information is valid for the date printed. This plan is produced by Anglian Water Services Ltd. trading as GEODESYS from Manhole* Final Effluent Ordnance Survey digital map data which is protected by Crown copyright and remains the property of Ordnance Survey, (c)Crown copyright, 100018507. Sewage Treatment Works This map data is to be used for the purposes of viewing the location of Anglian Water 'plant' only. Any other use of the map data or further copies are not PO BOX 485, Rising/Vacuum Main* permitted. Pumping Station Private Sewer* Huntingdon, PE29 6YB Decommissioned Sewer* Please Note: Not all fittings are shown on the map DX123730 Huntingdon 6 *Colour denotes effluent type Manhole Reference Liquid Type Cover Level Invert Level Depth to Invert Manhole Reference Liquid Type Cover Level Invert Level Depth to Invert Manhole Reference Liquid Type Cover Level Invert Level Depth to Invert

0600 F 106.18 102.83 3.35 0601 F 106.37 103.05 3.32 1600 F 105.33 101.92 3.41 1601 F 105.8 102.52 3.28 1700 F 104.27 102.41 1.86 1701 F 104.55 102.24 2.31 1702 F 105.09 102.13 2.96 1703 F - 102.452 - 1800 F 103.63 102.68 0.95 1801 F 103.99 102.49 1.5 2500 F 106.3 101.57 4.73 2501 F 105.964 101.439 4.525 2600 F 105.54 101.7 3.84 2601 F 105.75 102.29 3.46 2700 F - 103.215 - 3500 F 105.23 101.08 4.15 3501 F 104.916 100.966 3.95 3600 F 105.71 102.51 3.2 3601 F 105.68 102.93 2.75 8500 F 107.44 104.9 2.54 9500 F 106.67 103.32 3.35 9501 F 106.92 103.66 3.26 0651 S 106.45 104.21 2.24 0851 S 103.47 99.8 3.67 1551 S 107.14 104.25 2.89 1651 S 105.86 103.52 2.34 1652 S 105.09 102.14 2.95 1751 S 104.91 101.46 3.45 1752 S 104.25 100.68 3.57 1753 S - 102.97 - 1754 S - 102.8 - 1951 S 103.38 99.711 3.669 2551 S 105.97 103.2 2.77 2552 S 106.71 103.62 3.09 2651 S 105.72 102.57 3.15 2652 S 105.59 102.91 2.68 2751 S - 103.45 - 3651 S 105.58 103.28 2.3 7551 S 107.015 104.4 2.615 7552 S 107.225 104.552 2.673 7553 S - 104.515 - 8551 S 107.47 105.47 2 9551 S - - -

Title: B965132-1 Drinking Water Quality Report for the Desborough Public Water Supply Zone

Report period: January 2012 to December 2012 Your drinking water supply Anglian Water’s region is divided into 158 water supply areas called Public Water Supply Zones, each providing our customers with an excellent drinking water supply. We carry out around 146,000 tests each year on drinking water samples taken from customer taps. The number of drinking water samples we take, and the tests we carry out, are specified in the current Water Supply (Water Quality) Regulations and our regulator, the Drinking Water Inspectorate, carry out regular audits to make sure we comply with these regulations.

During the period of this report, all samples taken in this Public Water Supply Zone fully met all the legal limits specified in the current Water Supply (Water Quality) Regulations, except for one sample taken from Wing water treatment works which did not meet the legal limit for Clostridia perfringens. Although investigations did not identify the cause, the drinking water supply remained safe to drink. Also, samples taken from Morcott and Wing water treatment works did not meet the legal limit for the pesticide metaldehyde. The exceedances were caused by elevated pesticide levels in the raw water supplying Morcott and Wing water treatment works. We are working with a wide range of other agencies, including the agricultural community, on ways in which levels of metaldehyde can be reduced in the environment. There is no risk to health.

Source: Your drinking water supply comes from a surface water source (either river or reservoir).

Hardness: Your drinking water supply is classified as hard. We've included the following information to help you set your domestic appliances, the hardness has been shown in different units below:

Calcium (mg/l) Calcium carbonate (mg/l) Degrees Clark (°C) Degrees French (°f) Degrees German (°dH) millimoles (mmol/l of Ca) 106 265 18.444 26.5 15.052 2.65

(mg/l = milligrammes per litre or the same as parts per million)

Fluoride: We don’t add fluoride to your drinking water supply, but there is naturally occurring fluoride present in all drinking water supplies.

Chlorine: Disinfection is important to ensure there are no harmful organisms in the water. We use chlorine to disinfect drinking water supplies. We also add a small amount of ammonia in this process, so your drinking water supply is chloraminated.

Lead: If you live in a house built before 1970, you may have lead pipework. If you think you may have lead pipework, call our Lead Advice Line on 0845 070 3445 to arrange for a free lead test.

Work in your area: To make sure the quality of the drinking water we supply remains excellent, we sometimes need to carry out work to ensure we continue to meet the legal limits specified in the Water Supply (Water Quality) Regulations 2000 (as amended). This work is known as a Programme of Work. Our Regulator, the Drinking Water Inspectorate closely monitors the progress of this work and will formally sign it off when it is completed. The table below shows what we are doing in your area:

Parameter Programme of Work Completion Date Metaldehyde and total pesticides Catchment Management 31/03/2015

Drinking water sample results: The results of tests carried out on drinking water samples taken from customer taps in this Public Water Supply Zone for the period are shown in the following table: Parameter Legal Limit Units Number of Minimum Average Maximum Number of samples samples not taken meeting legal limit MICROBIOLOGICAL PARAMETERS Clostridium perfingens 0 No. per 100 ml 932 0 0 1 1 Coliform bacteria 0 No. per 100 ml 235 0 0 0 0 Colony counts (2day) No abnormal change No. per 1 ml 78 0 2 29 0 Colony counts (3day) No abnormal change No. per 1 ml 78 0 4 81 0 E. coli 0 No. per 100 ml 235 0 0 0 0 Enterococci 0 No. per 100 ml 8 0 0 0 0 CHEMICAL PARAMETERS 1,2 dichloroethane 3 µg/l 38 <0.024 <0.075 <0.12 0 Alkalinity No legal limit applies mg/l CaCO3 1 129 129 129 0 Aluminium 200 µg/l Al 45 <2 <2.1 3.5 0 Ammonium 0.5 mg/l NH4 78 <0.009 <0.156 0.247 0 Antimony 5 µg/l Sb 8 0.45 0.64 0.9 0 Arsenic 10 µg/l As 8 0.47 0.56 0.65 0 Benzene 1 µg/l 38 <0.048 <0.054 <0.06 0 Benzo(a)pyrene 0.01 µg/l 8 <0.001 <0.001 <0.001 0 Boron 1 mg/l B 38 0.078 0.095 0.111 0 Bromate 10 µg/l BrO3 38 <0.15 <1.3 3.62 0 Cadmium 5 µg/l Cd 8 <0.007 <0.013 0.05 0 Calcium No legal limit applies mg/l Ca 5 82.3 88.5 96.6 0 Chloride 250 mg/l Cl 38 75.2 82.9 97.8 0 Chlorine (free) No legal limit applies mg/l 476 0.01 0.06 0.2 0 Chlorine (total) No legal limit applies mg/l 238 0.11 0.58 1.09 0 Chromium 50 µg/l Cr 8 <1.5 <1.6 1.9 0 Colour 20 mg/l Pt/Co 45 0.4 0.8 1.1 0 Conductivity 2500 µS/cm @ 20 °C 625 655 713 790 0 Copper 2 mg/l Cu 8 0.019 0.04 0.086 0 Cyanide 50 µg/l CN 38 <1 <1 <1 0 Fluoride 1.5 mg/l F 39 0.239 0.258 0.279 0 Gross alpha activity 0.1 Bq/l 13 <0.022 <0.042 <0.057 0 Gross beta activity 1 Bq/l 13 0.213 0.262 0.307 0 Hardness: Total No legal limit applies mg/l Ca 5 98 106 114 0 Iron 200 µg/l Fe 78 <6 <27 181 0 Lead 25 µg/l Pb 8 <0.017 <0.707 4.39 0 Magnesium No legal limit applies mg/l Mg 5 9.68 10.52 11.2 0 Manganese 50 µg/l Mn 45 <1 <1 2.2 0 Mercury 1 µg/l Hg 37 <0.029 <0.029 <0.029 0 Nickel 20 µg/l Ni 8 2.19 2.62 3.48 0 Nitrate 50 mg/l NO3 71 11.9 16.8 21.3 0 Nitrite 0.5 mg/l NO2 71 <0.005 <0.051 0.328 0 Nitrite/Nitrate 1 71 0.238 0.352 0.452 0 Odour Acceptable to consumers Dilution No. 45 0 0 0 0 and no abnormal change PAH - sum of 4 0.1 µg/l 8 0 0 0 0 pH (Hydrogen ion) 6.5 - 9.5 pH value 45 7.23 7.34 7.48 0 Phosphorus No legal limit applies µg/l P/l 238 577 812 1000 0 Potassium No legal limit applies mg/l K 1 10.7 10.7 10.7 0 Selenium 10 µg/l Se 8 <0.193 <0.553 1.43 0 Sodium 200 mg/l Na 8 53.1 57.3 65 0 Solvents - sum of 2 10 µg/l 38 0 0 0 0 Sulphate 250 mg/l SO4 38 127 137 153 0 Taste Acceptable to consumers Dilution No. 45 0 0 0 0 and no abnormal change Temperature No legal limit applies °C 238 3.7 12.1 19.9 0 Tetrachloromethane 3 µg/l 38 <0.042 <0.062 <0.08 0 Total organic carbon (TOC) No abnormal change mg/l C 38 3.19 3.68 4.3 0 Trihalomethanes: Total 100 µg/l 8 15.3 22.3 26.7 0 Turbidity 4 NTU 77 <0.06 <0.16 1.11 0 PESTICIDES 2,4-D 0.1 µg/l 38 <0.005 <0.005 0.006 0 Atrazine 0.1 µg/l 38 <0.002 <0.002 <0.004 0 Bentazone 0.1 µg/l 38 <0.004 <0.004 <0.004 0 Bromacil 0.1 µg/l 38 <0.003 <0.003 <0.003 0 Carbetamide 0.1 µg/l 38 <0.009 <0.009 0.012 0 Chlorotoluron 0.1 µg/l 38 <0.003 <0.003 <0.003 0 Clopyralid 0.1 µg/l 38 <0.007 <0.033 0.055 0 Cyanazine 0.1 µg/l 38 <0.004 <0.004 <0.004 0 Dichloroprop 0.1 µg/l 38 <0.002 <0.002 <0.003 0 Diuron 0.1 µg/l 38 <0.006 <0.006 <0.006 0 Isoproturon 0.1 µg/l 38 <0.003 <0.003 <0.003 0 Linuron 0.1 µg/l 38 <0.003 <0.003 <0.003 0 MCPA 0.1 µg/l 38 <0.004 <0.004 <0.004 0 MCPP (Mecoprop) 0.1 µg/l 38 <0.003 <0.003 0.005 0 Metaldehyde 0.1 µg/l 38 0.048 0.087 0.207 9 Monuron 0.1 µg/l 38 <0.005 <0.005 <0.005 0 Pesticides - Total 0.5 µg/l 38 0.088 0.15 0.363 0 Prometryne 0.1 µg/l 38 <0.003 <0.003 <0.003 0 Propazine 0.1 µg/l 38 <0.002 <0.002 0.005 0 Propyzamide 0.1 µg/l 38 <0.004 <0.009 0.082 0 Quinmerac 0.1 µg/l 38 <0.006 <0.017 0.029 0 Simazine 0.1 µg/l 38 <0.004 <0.005 0.011 0 Terbutryne 0.1 µg/l 38 <0.002 <0.002 0.004 0 Trietazine 0.1 µg/l 38 <0.002 <0.002 0.003 0

GLOSSARY

Parameter What it means Legal limit 1,2-dichloroethane Used in industrial processes. Trace amounts may be found in some water sources. 3 µg/l Removed by water treatment. Acrylamide A monomer not found naturally in water but found in polyacrylamide which can be used for 0.1 µg/l water treatment. Use of polyacrylamide is tightly controlled. Alkalinity Alkalinity is the amount of calcium and magnesium salts dissolved in the water. Known as No legal limit applies temporary hardness and removed by boiling. Aluminium Naturally present in some water sources. Can be used in water treatment processes but is 200 µg/l then removed. Anglian Water do not use aluminium in any water treatment process. Ammonium (ammonia and Naturally present in most water sources. Can be added as part of the disinfection process 0.5 mg/l ammonium ions) to maintain chlorine in the distribution system (known as chloramination). Antimony Not found naturally in drinking water. Traces found in water are likely to be due to contact 5 µg/l with brass fittings or lead solder. Arsenic Low levels can occur naturally in some groundwater sources. Arsenic is removed by water 10 µg/l treatment. Benzene Used in the petrochemical and plastics industry. May be present in water sources due to 1 µg/l industrial pollution but is removed by treatment. Benzo(a)pyrene One of several compounds known as poly aromatic hydrocarbons (PAHs). Coal tar was 0.01 µg/l historically used to line water mains to prevent corrosion; trace levels can be found in drinking water where coal tar linings are still present. Boron Low levels may occur naturally in some water sources. Industrial discharges or detergents 1 mg/l in treated sewage effluents can increase levels in surface waters. Bromate May occasionally be detected in groundwater sources caused by industrial pollution. Can 10 µg/l also be formed by the reaction of naturally occurring bromide with oxidants (such as ozone) used in the disinfection of drinking water. Cadmium Low levels may occur naturally in some groundwater sources. Cadmium is removed by 5 µg/l water treatment. Calcium Occurs naturally in water as it passes through mineral deposits and rock strata. No legal limit applies Chloride A common component of salt and found naturally in most water sources. 250 mg/l Chlorine (free) Anglian Water disinfects all water supplies using chlorine. The concentration of chlorine No legal limit applies Chlorine (total) used is carefully controlled to ensure disinfection of the water is maintained whilst minimising any taste or odour issues for customers. Chromium Rarely found in drinking water. Traces may be found if water has passed through rock 50 µg/l strata containing naturally occurring chromium. Clostridium perfringens Organisms found in the gut of warm blooded animals. Their presence in treated water 0 per 100 ml indicates possible contamination and requires investigation. Coliform bacteria Organisms found in the environment (soil, water and vegetation). Their presence in treated 0 per 100 ml water indicates possible contamination and requires investigation. Colony counts Are a measure of naturally occurring harmless bacteria found in drinking water. No. per 1ml - No abnormal - 2 day at 37°C change - 3 day at 22°C Colour Slight tingeing of the water can occur naturally in some water sources. It is removed by 20 mg/l Pt/Co scale water treatment. Conductivity A measure of the amount of naturally occurring dissolved inorganic substances in water. 2500 µS/cm at 20°C Copper Rarely found in water sources. Can occur in drinking water which has been in contact with 2.0 mg/l copper pipes and fittings in households. May cause blue/green staining. Cryptosporidium A parasite that can cause severe gastroenteritis. Continuous monitoring is carried out at No legal limit applies any water treatment works classified as being at significant risk. Cyanide Rarely found in drinking water. Traces may be found if water has passed through rock 50 µg/l strata containing naturally occurring cyanide. E. coli and Organisms found in the gut of warm blooded animals. Their presence in treated water 0 per 100 ml Enterococci indicates possible contamination and requires investigation. Epichlorohydrin Not found naturally in water but found in polyamine which can be used for water treatment. 0.1 µg/l Use of polyamines is tightly controlled. Fluoride Occurs naturally in many water sources at varying concentrations. Fluoride is added to 1.5 mg/l some drinking water supplies at the request of the Strategic Health Authority. Gross alpha activity Both of these are measured as part of the calculation of the Total Indicative Dose (TID) for 0.1 Bq/l Gross beta activity radiation (see below). 1 Bq/l Hardness (total) Hardness is due to the calcium and magnesium salts dissolved in the water. The geology No legal limit applies of the Anglian Water area means all our water is hard. Iron Naturally occurring in many water sources. Can be present in drinking water due to the 200 µg/l corrosion of iron water mains. Can also be used in water treatment processes but is then removed. Lead Lead is very occasionally found in water sources. It is more usually found in drinking water 25 µg/l to 2013. due to contact with lead pipes in properties built before 1970. Anglian Water dose Then 10 µg/l on and after phosphate to water supplies in areas where lead could leach from pipework, but the only 25/12/2013. permanent solution for householders is replacement of any lead pipework. Magnesium Occurs naturally in water as it passes through mineral deposits and rock strata. No legal limit applies Manganese Occurs naturally in many water sources and is removed by water treatment. 50 µg/l Mercury Rarely found in drinking water. Traces may be found if water has passed through rock 1 µg/l strata containing naturally occurring mercury. Nickel Occurs naturally in some groundwater sources. It can be found in drinking water due to 20 µg/l contact with modern nickel coatings on domestic taps and fittings. Nitrate Occurs naturally in most water sources. Increased levels in water sources can occur as a 50 mg/l result of fertiliser use. Dilution with low nitrate water sources and water treatment reduces nitrate levels. Nitrite Occurs naturally at low levels in some water sources but is removed by treatment. It is 0.5 mg/l (at customer taps), sometimes produced as a by-product when ammonia and chlorine are used together to 0.1 mg/l (at water treatment disinfect the water. works) Odour A measure of the aesthetic quality of drinking water. Unusual odours or tastes may indicate Acceptable to consumers and a problem which needs investigating. no abnormal change Pesticides – organochlorine Persistent in the environment but no longer used in the UK. Treatment processes are used 0.03 µg/l compounds (aldrin, dieldrin, to remove any pesticide residues where present. heptachlor, heptachlor epoxide) Pesticides – other than Traces of pesticides can occasionally be found in water sources as a result of agricultural 0.1 µg/l organo chlorine compounds and non agricultural use of pesticides in the environment. Treatment processes are used to remove any pesticide residues where present. Monitoring is carried out for the most widely used pesticides in the area of supply. Pesticides - total This is the sum of the concentrations of the individual pesticides detected. 0.5 µg/l pH (hydrogen ion) A measure of the acidity or alkalinity of water; pH values below 7 are acidic, 7 is neutral 6.5 (min) - 9.5 and above 7 are alkaline. A low pH can result in pipe corrosion. PAHs (sum of 4) Polycyclic aromatic hydrocarbons (PAHs) may be found in drinking water where coal tar 0.1 µg/l (sum of 4) was historically used to line water mains to prevent corrosion. Those measured are benzo (b)fluoranthene, benzo(k)fluoranthene, benzo(ghi)perylene and indeno(1,2,3-cd)pyrene. Phosphorus Occurs naturally in water but can be added during water treatment in the form of phosphate No legal limit applies to minimise the pick up of lead from lead pipework. Potassium Occurs naturally in water as it passes through mineral deposits and rock strata. No legal limit applies Selenium Rarely found in drinking water. Traces may be found if water has passed through rock 10 µg/l strata containing naturally occurring selenium. Sodium Low levels occur naturally in many water sources. Domestic water softeners can increase 200 mg/l the sodium concentration. Softened water should not be used for drinking, cooking and preparing babies' feeds. Solvents (tetrachloroethane This standard is the sum of both solvents. Traces may be found in water sources due to 10 µg/l for the sum of both and trichloroethene) industrial pollution. Solvents are removed using specialist treatment. Sulphate Occurs naturally in many water sources after contact with mineral deposits and rock strata. 250 mg/l Taste A measure of the aesthetic quality of drinking water. Unusual odours or tastes may indicate Acceptable to consumers and a problem which needs investigating. no abnormal change Temperature This is a measure of the water temperature when samples are taken. No legal limit applies Tetrachloromethane A solvent sometimes found in water sources due to industrial pollution. Solvents are 3 µg/l removed using specialist treatment. Total Indicative Dose (TID) TID is the effective dose of radiation exposure the body may receive through drinking 0.1 mSv/year water. It is required to be measured if the gross alpha or gross beta activities (see above) exceed the screening values. Total Organic Carbon (TOC) A measure of the total amount of organic matter in the water. No abnormal change Trihalomethanes (THMs) Can be formed during the disinfection of water supplies if chlorine reacts with naturally 100 µg/l (total) occurring organic substances. Tritium Tritium is a radioactive isotope of hydrogen which is found naturally in water at very low 100 Bq/l levels. Turbidity This is a measure of the cloudiness of the water. 4 NTU at customer taps 1 NTU at water treatment works Vinyl chloride Not found naturally in water. May be found in water pipes containing polyvinyl chloride 0.5 µg/l (PVC). Concentrations are strictly controlled by product specification. Further information can be found on the Anglian Water and Drinking Water inspectorate websites: www.anglianwater.co.uk www.dwi.gov.uk

Units < Below the limit of detection of our analysis mg/l Milligrammes per litre or parts per million µg/l Microgrammes per litre or parts per billion Pt/Co Platinum/Cobalt µS/cm Micro Siemens per centimetre Bq/l Becquerel per litre mSv/year Micro Sieverts per year NTU Nephelometric Turbidity Units

APPENDIX 12.2 – Flood Risk Assessment

Energy Recovery Centre, Corby

Flood Risk Assessment

Energy Recovery Centre, Corby

Flood Risk Assessment

Revision Date Notes Author Checked Approved

1 10/06/2013 Ben Lewis Dr R Murdock Dr N Davey

2 31/07/2013 Ben Lewis Dr R Murdock Dr N Davey

3 02/09/2013 Ben Lewis Dr R Murdock Dr N Davey

4 09/07/2015 Ben Lewis Dr R Murdock Dr N Davey

Entran Limited 12 Greenway Farm Bath Road Wick Bristol BS30 5RL

T: 0117 937 4077 www.entranltd.co.uk

CONTENTS PAGE

1 Introduction 1 2 Baseline Environmental Conditions 3 3 External Flood Risk 4 4 Drainage Assessment 7 5 Conclusions 15

FIGURE 1.1 – Site Location Plan FIGURE 2.1 – EA Detailed Flood Map APPENDIX A – Proposed Site Layout Plan APPENDIX B – Babtie Site Validation Report, March 2002 APPENDIX C – EA Data APPENDIX D – Card Geotechnics Response APPENDIX E – Geodesys Drainage and Water Enquiry APPENDIX F – MicroDrainage Calculations

1 INTRODUCTION

Background

1.1 Entran Ltd has been commissioned by Clean Power Properties Ltd to carry out a Flood Risk Assessment (FRA) for a proposed development within the Willowbrook East Industrial Estate, Shelton Road, Corby, Northamptonshire, NN17 5XH.

1.2 This FRA has been prepared in accordance with the National Planning Policy Framework (NPPF), associated Planning Practice Guidance (PPG) and Environment Agency (EA) standing advice on flood risk for new development.

Site Location

1.3 The Site is situated within the northern area of the Willowbrook East Industrial Estate and is currently occupied by a network of tarmac roads and gravel parking spaces, with some soft landscaping adjacent to the Willow Brook North Arm. The Site covers an area of approximately 2.5 hectares (ha) at an approximate National Grid Reference of SP 90990 90880, as shown in Figure 1.1.

1.4 The Site is located approximately 2.2 km north-east of Corby Town Centre in a predominantly light industrial area. Industrial units are located to the south and south-east with an open vehicle storage area located to the west. Located immediately to the north of the Site is the Willow Brook North Arm within a small wooded area and the Rockingham Motor Speedway located further to the north-east. Vehicular access to the Site can be gained from Shelton Road to the east.

1.5 Further details on Site topography, hydrology and sources of flood risk are set out in Section 2.

Proposed Development

1.6 The Proposed Development is a bespoke Energy Recovery Centre that has been designed to recover all available resources from mixed solid waste feedstocks. The Proposed Development provides a single treatment facility for solid wastes which would otherwise be destined for landfill or mass-burn incineration. The provisional Site layout is provided in Appendix A.

Requirements for a Flood Risk Assessment

1.7 The requirements for FRA are provided in the NPPF and associated PPG, which came into effect in March 2012 and March 2014, respectively. This policy states that flood risk is a material consideration that must be taken into account when considering all planning applications. In addition, the requirements of the EA and the local Strategic Flood Risk Assessment (SFRA) should be considered.

1.8 Paragraph 103 of the NPPF requires that a site-specific FRA should be submitted with planning applications for all sites greater than 1 hectare (ha) in Flood Zone 1 or for sites of any size within Flood Zones 2 or 3.

1.9 Flood Zone 1 is defined as land with little or no flood risk (an annual probability of flooding of less than 0.1%); Flood Zone 2 is defined as having a medium flood risk (an annual probability of between 0.1% and 0.5% for tidal areas and 0.1% and 1.0% for rivers); and Flood Zone 3 is defined as high risk (with an annual probability of flooding of greater than 0.5% for tidal areas and greater than 1.0% for rivers).

1.10 The FRA is required to describe and assess all flood risks (from rivers, the sea, sewers and groundwater) to and from the development and demonstrate how they will be managed, including an evaluation of climate change effects.

1.11 Guidance on the content of FRAs is contained in the NPPF PPG: Flood Risk and Coastal Change (March 2014) and associated EA standing advice1. These documents have been consulted with regard to the acceptability of the development proposals described in this FRA.

1 Flood Risk Assessment Guidance Note 1, Environment Agency, March 2012

2 BASELINE ENVIRONMENTAL CONDITIONS

Topography and Land Use

2.1 The Site is currently occupied by a network of tarmac roads and gravel parking spaces, with some soft landscaping adjacent to the Willow Brook North Arm. The existing Site levels generally vary between 106.92 metres Above Ordnance Datum (mAOD) and 104.58 mAOD with a gentle downwards slope in a south-easterly direction; a topographic survey plan of the Site is included in Appendix B (Babtie Site Validation Report, March 2002).

Hydrology

2.2 There are three ‘main’ rivers2 that flow within 2 km of the Site; these are the Willow Brook North Arm, Gretton Brook and Willow Brook South Arm. The Willow Brook North Arm is located immediately adjacent to the Site and flows in a west to east direction. Gretton Brook is located approximately 815 m to the north-west and the Willow Brook South Arm is located approximately 1.8 km to the south-east.

2.3 There are several flood storage reservoirs (FSR) and balancing ponds located on the Willow Brook North Arm upstream of the Site. Further information on these has been identified in the Corby Strategic Flood Risk Assessment (SFRA) – Stage 2 and are provided below:

 Stanier Road FSR, online reservoir with approximately 645 m3 of storage;  Pen Green FSR, offline reservoir with approximately 15,500 m3 of storage;  Pen Green Lane Balancing Pond, offline reservoir with approximately 4,000 m3 of storage; and  Phoenix Parkway FSR, online reservoir with approximately 10,000 m3 of storage.

2.4 There are two pond areas indentified on the OS mapping approximately 110 m to the north- west of the site, these are disused British Steel Corporation sludge beds and play no role in flood storage. Recent aerial imagery of this area identifies it as being well vegetated.

Flood Zone Classification

2.5 The EA’s current detailed flood map (Figure 2.1) shows that the Site lies within Flood Zone 1 (low risk). Land in this flood zone is predicted to flood with an annual probability of less than 0.1% from rivers and the sea.

2 Main river is defined by the EA as any watercourse that contributes significantly to the hydrology of a catchment.

Historic Flooding

2.6 The British Hydrological Society database3 of historical flood events has been reviewed for records of flooding in the area and no specific data has been found for the Site.

2.7 In addition, the Corby SFRA Stage 2 (Faber Maunsell, August 2006) has been reviewed and no records of historical flooding have been reported for the Site or adjacent areas as a result of river, sewer or groundwater flooding.

Geology and Hydrogeology

2.8 According to the BGS Geology of Britain Viewer, the Site is directly underlain by Northampton Sand Formation bedrock consisting of Ooidal Ironstone. No superficial deposits have been recorded.

2.9 The Babtie Site Remediation Report (March 2002) (refer to Appendix B) indentifies that there are limited remains of the Northampton Sand Formation aquifer due to previous mining activities at the Site. This is overlain by reworked boulder clay up to a depth of 19 m which has a low permeability and does not drain well. Test results have indicated that there is a low potential for the vertical migration of compounds into any underlying water-bearing strata due to the reworked fill preventing lateral and vertical migration. Natural groundwater levels are within or below the remaining Northampton Sand Formation with limited perched groundwater existing in the infill. This is contaminated where present in areas previously used as sludge lagoons.

3 Chronology of British Hydrological Events (www.dundee.ac.uk/geography/cbhe/)

3 EXTERNAL FLOOD RISK

Flooding Mechanisms

3.1 As discussed in Section 2, the detailed flood map (Figure 2.1) shows that the Site lies within Flood Zone 1 (low risk). The EA Flood Zones are based on undefended scenarios, i.e. without the benefit of any flood defences.

3.2 Based on a review of the Corby SFRA, no other recorded sources of flooding, i.e. from sewers, groundwater or reservoir, have been identified for the Site.

Flood Levels

3.3 Flood levels for the Willow Brook North Arm located adjacent to the north of the Site were acquired from the EA for a variety of probability events; these were taken from the Willow Book Model (April 2007) and are provided in Table 3.1 below (refer to Appendix C).

Table 3.1: Modelled Flood Levels

Annual Exceedance Probability – Maximum Water Levels

(mODN)

Node 4% 1% 1% + CC 0.1% 0.1% + CC Easting Northing Label (1 in 25) (1 in 100) (1 in 100) (1 in 1000) (1 in 1000)

WBN5495 490671 290864 96.18 96.25 96.28 96.37 96.43

WBN5281 490868 290939 95.46 95.55 95.60 95.74 95.87

WBN5087 491051 290970 94.42 94.55 94.71 95.22 95.52

3.4 There are no formal flood defences for the Willow Brook North Arm, with the natural channel providing nominal protection against a 1% annual probability event. The channel is maintained by the EA and is regularly inspected.

3.5 To the north of the Site, topographic levels are set at approximately 105.08 mAOD to the north-east and 107.82 mAOD to the north-west. Topographic levels therefore provide the Site with a freeboard of approximately 9.21 m above the 0.1% annual probability event. There is also a 1.5 m high landscape bund located between the Site and the Willow Brook North Arm.

The Sequential Test

3.6 As set out in the NPPF, the aim of the Sequential Test is to steer new development to areas with the lowest probability of flooding. As the Site has been shown to be located in Flood Zone 1, it is not necessary to apply the Sequential Test to the proposal, in accordance with the NPPF.

Safe Access and Egress

3.7 The Site and surrounding area to the east, south and west is within Flood Zone 1 and, therefore, provides continual safe access and egress.

Land Use Vulnerability

3.8 Table 2 of the NPPF PPG sets out a schedule of land uses based on their vulnerability or sensitivity to flooding. The Proposed Development is classified as ‘less vulnerable’ to flooding as set out in Table 2. Referring to Table 3 of the NPPF PPG, ‘less vulnerable’ land uses are considered appropriate within Flood Zone 1 without the need for the Exception Test.

4 DRAINAGE ASSESSMENT

Introduction

4.1 The NPPF states that those proposing development are responsible for drainage designs which reduce flood risk to the development and elsewhere, preferably through the use of Sustainable Drainage Systems (SUDS).

4.2 Surface water arising from a developed site should, as far as is practicable, be managed to mimic the surface water flows arising from the site prior to the proposed development while reducing the flood risk to the site itself and elsewhere.

4.3 The ‘North Northamptonshire Core Spatial Strategy’ (NNCSS) was adopted in June 2008 and sets out the following relevant policy:

 Policy 13 – General Sustainable Development Principles: subsection ‘Protect Assets’ (Q) – “development should not cause a risk to (and where possible enhance) the quality of the underlying groundwater or surface water, or increase the risk of flooding on the site or elsewhere, and where possible incorporate Sustainable Drainage Systems (SUDS) and lead to a reduction in flood risk”

4.4 Previous Site remediation works have been completed that affect the surface water drainage system. The current drainage arrangements are as follows (extract from Card Geotechnics, pers comm., January 2010) (Appendix D):

“As part of the remediation works undertaken when the site was redeveloped for its current use, the site was re-graded to facilitate surface water run-off into a dedicated drainage system passing through an oil interceptor to the mains surface water sewer.

4.5 It is anticipated that these capping layers will remain for the Proposed Development thereby rendering the Site as 100% impermeable both pre-and post-development.

Runoff Rates for Existing Land Use

4.6 Runoff rates for the existing Site have been calculated using the Modified Rational Method as described by the Wallingford Procedure. Flood Estimation Handbook (FEH) modelling software has been used to generate statistical data on rainfall events for a range of specified return periods, as follows:

 FEH to establish rainfall depths for a range of return periods and catchment descriptors such as annual average rainfall;

 the Wallingford Procedure to determine values for soil index (SOIL) and urban catchment wetness index (UCWI); a soil index value of 0.45 and a UCWI value of 55 have been determined for the Site;

 the Modified Rational Method to calculate storm run-off volumes for each return period;

 a developable area of 2.5 ha with the percentage impermeable surface as 100% for the existing Site; and

 peak discharges for a default 30 minute critical storm were determined from storm volumes using the standard hydrograph approach.

4.7 The resulting runoff rates for a range of return periods are presented in Table 4.1.

Table 4.1: Existing Site Runoff Rates.

Modified Rational Method Calculations Return Period (yrs) 3 30 min Rainfall (mm) Storm Volume (m ) Peak Flow (l/s)

2 11.3 285.5 158.7

5 16.3 411.8 229.0

10 20.7 523.0 290.8

30 29.9 755.4 420.0

50 35.3 891.9 495.9

100 44.2 1116.7 620.9

4.8 All Site runoff is currently directed to the dedicated drainage system passing through an oil interceptor to the mains surface water sewer. It has been identified that the mains surface water sewer is located on Shelton Road, adjacent to the eastern boundary of the Site (refer to Appendix E). The mains surface water sewer discharges to the Willow Brook North Arm to the north of the Site.

Runoff Rates for Proposed Development

4.9 Runoff rates for the proposed development have been calculated using the same procedure as for the existing Site and using the same parameters, with the percentage impermeable surface area also remaining at 100%. This is assuming that the impermeable drainage layers associated with the previous development of the Site are not removed.

4.10 The resulting runoff rates for a range of return periods are presented in Table 4.2.

Table 4.2: Post-Development Site Runoff Rates.

Modified Rational Method Calculations Return Period (yrs) 3 30 min Rainfall (mm) Storm Volume (m ) Peak Flow (l/s)

2 11.3 285.5 158.7

5 16.3 411.8 229.0

10 20.7 523.0 290.8

30 29.9 755.4 420.0

50 35.3 891.9 495.9

100 44.2 1116.7 620.9

100 + CC 53.0 1340.1 745.1

4.11 To account for the predicted increases in rainfall intensities as a result of climate change, the 100 year runoff rate and volume have been increased by 20% in accordance with Table 2 of the NPPF PPG (i.e. an expected operational lifetime of 60 years). This produces a climate change corrected peak runoff rate of 745.1 l/s for the critical 100 year storm and a total storm volume of 1340.1 m3.

Feasibility of Sustainable Drainage Techniques

4.12 Table 4.3 provides an overview of the feasibility of a range of SUDS techniques in order to identify which may be suitable for the proposed development. Further details are provided for the techniques which are considered to be possible.

Table 4.3: SUDS Feasibility Matrix.

Technique Comments Feasibility

Green roofs Requires flat or minimal slope roofs. Limited value for runoff Not Feasible attenuation in comparison with other techniques. Rooftop

solar panels are anticipated to be included within the design limiting space for green roof.

Soakaways and Require infiltration rates of 1 x 10-6 m/s or greater. Shallow Not Feasible infiltration trenches soakaways or infiltration trenches would be required where

groundwater is shallow (i.e. less than 2.0 mbgl). Use of infiltration at the Site not feasible due to impermeable capping layer.

Infiltration basins / Are widely applicable for attenuation and treatment of Not Feasible swales surface runoff by infiltration into the ground. Require slope

of no more than 4-10% and can act as a substitute for soakaways where groundwater is shallow. Use of infiltration at the Site not feasible due to impermeable capping layer.

Bio-retention – Primarily used to remove pollutants from runoff and due to Not Feasible landscaped their shallow nature are not as effective at runoff attenuation

infiltration areas as other SUDS techniques. Use of infiltration at the Site not feasible due to impermeable capping layer.

Permeable Ideally requires a level Site and favourable underlying Limited Feasibility pavement ground conditions. Could be implemented on parking and

pedestrian pavement if linked with conveyance system. Not suitable for areas of HGV traffic.

Non-infiltration Used in the same way as carrier ditches or storage bunds. Feasible basins / swales These could be used for storage and/or conveyance to a

balancing pond. Feasible for the site, particular in areas identified for landscaping.

Filter drains These are normally used adjacent to areas of car parking or Potentially Feasible roads and convey runoff via flow through an engineered

substrate. Potential use in the treatment train for the Site.

Technique Comments Feasibility

Balancing ponds These are permanent ponds that provide storage above the Potentially Feasible resting water level in the pond. Are appropriate for most

Sites but require suitable space. Require impermeable soils or can be lined. Space is potentially available within the areas designated for landscaping but will be limited in depth due to underlying capping layer disturbance.

Geo-cellular storage Geo-cellular storage or similar sub-base medium beneath Potentially Feasible car parking areas and/or other areas of hardstanding and/or

other forms of underground attenuation. Potential use for high volume to minimum depth ratio.

Proposed Drainage Strategy

4.13 Table 4.3 concludes that there are relatively few SUDS measures that could potentially be adopted on the Site to provide the desired rate of attenuation assuming that the impermeable capping layer will remain unaltered.

4.14 The current 100 year runoff rate for the critical 30-minute storm is 620.9 l/s (Table 4.1). It is intended to provide attenuation to ensure that the 100 year plus climate change rainfall event is controlled on Site and discharged at a rate no greater than 496.7 l/s, i.e. 20% less than the existing 100 year runoff rate. This would provide the betterment in runoff rates required by the NPPF, Northamptonshire County Council Surface Water Guidance for Developers, NNCSS Policy 13 and associated EA standing advice.

4.15 The 100 year plus climate change rainfall event post-development has a volume of 1340.1 m3 for the 30 minute critical storm duration for peak flow (Table 4.2). However, the critical storm duration for peak runoff rate is not necessarily the same as that for peak volume. The most feasible option identified to manage Site drainage is through the use of a non-infiltration basin, with non- infiltration swales utilised for conveyance and additional storage if required. This will be located within the eastern part of the Site as identified on the Site Layout Plan (Appendix A).

4.16 A basic simulation has been undertaken in MicroDrainage which has modelled a range of rainfall scenarios in order to ascertain the volume of storage required to attenuate the 100 year plus climate change rainfall event to 496.7 l/s. A non-infiltration pond or basin with a volume of 727 m3 is enough to control a range of rainfall scenarios on-site (refer to Appendix F). The proposed non- infiltration basin has a volume of 780 m3 (assumed surface area of 1,140 m2, basal area of 810 m2 and depth of 0.8 m) and, therefore, contains the required volume as well as an additional freeboard allowance.

4.17 It is considered that the addition of non-infiltration swales for conveyance and storage will decrease the total amount of storage required in the non-infiltration basin and provide additional water quality benefits.

4.18 The attenuation system would discharge through the dedicated surface water sewer on-Site to the mains surface water sewer located on Shelton Road, adjacent to the eastern boundary of the Site (as per the current arrangement) which subsequently discharges to the Willow Brook North Arm watercourse. All drainage would be routed to the ultimate point of discharge by gravity.

4.19 A detailed drainage design will be undertaken in due course to consider the implementation of SUDS on the Site. The total volume of attenuation required could be reduced through the combination of several SUDS components.

Designing for Exceedance Events

4.20 Current best practice guidance on flood risk requires an evaluation of how rainfall events beyond the design capacity of the proposed drainage system would be managed and what effects they are likely to have on flood risk at the Site or surrounding areas.

4.21 For the drainage proposals described above, should a rainfall event exceeding the 100 year plus 20% climate change event occur, then it is expected to result in an exceedance of the drainage system leading to runoff draining in a south-easterly direction towards the main access track. The Site is currently graded to encourage flows to this point as part of the surface water drainage strategy. Such exceedance flows are therefore not expected to affect people or property in the vicinity of the Site.

Long Term Maintenance of SUDS

4.22 It would be the responsibility of the developer to either maintain the infiltration/ detention basin themselves or to negotiate with and secure the agreement of a third party to maintain the sustainable drainage system, as detailed in consultation document ‘Delivering Sustainable Drainage Systems’ (September 2014) published by Defra.

4.23 However, such an adoption would require consultation with the adopting body during the detailed design stage to ensure that the minimum requirements for SUDS design are met. The

requirements for the attenuation basin operation and maintenance has been extracted from The SUDS Manual4 and provided in Table 4.4 below:

Table 4.4: Attenuation Basin Operation and Maintenance Requirements

Maintenance Schedule Required Action Frequency

Litter, debris and trash removal Monthly

Grass cutting – for landscaped areas, spillways and access Monthly (during routes growing season), or as required

Grass cutting – meadow grass in and around basin Half yearly (spring before nesting season and Autumn)

Regular maintenance Manage other vegetation and remove nuisance plants Monthly (at start, then as required)

Tidy all dead growth before start of growing season Annually (detention basin)

Remove sediment from inlets, outlets and forebay Annually (or as (detention basin) required)

Manage wetland plants in outlet pool – where provided Annually (detention basin)

Re-seed areas of poor vegetation growth Annually, or as required

Prune and trim trees and remove cuttings 2 years, or as required Occasional maintenance Remove sediment from pre-treatment system when 50% As required full

Remove sediment from micropools if volume reduced by 3 – 10 years, or as >25% (detention basin) required

Repair of erosion or other damage by re-seeding or re- As required Remedial actions turfing

Realignment of rip-rap As required

4 The SUDS manual (C697). London: CIRIA.

Maintenance Schedule Required Action Frequency

Repair/rehabilitation of inlets, outlets and overflows As required

Rehabilitate infiltration surface using scarifying and spiking As required techniques if performance deteriorates

Re-level uneven surfaces and reinstate design levels As required

Inspect inlets, outlets and overflows for blockages and Monthly clear if required

Inspect banksides, structures, pipework etc for evidence of Monthly physical damage

Monitoring Inspect inlets and and pre-treatment systems for silt Half yearly accumulation. Establish appropriate silt removal frequencies

Inspect infiltration surfaces for compaction and ponding Monthly

Check penstocks and other mechanical devices (detention Half yearly basin)

5 CONCLUSIONS

5.1 The requirements for a Flood Risk Assessment are provided in the National Planning Policy Framework and associated Planning Practice Guidance together with the Environment Agency’s Guidance Notes. This policy and associated guidance have been followed in the preparation of this FRA.

5.2 The assessment of flood risk has established that the Site lies entirely within Flood Zone 1 and therefore has a ‘low risk’ of flooding as defined in the NPPF. The proposed non-infiltration basin has a volume of 780 m3 (assumed surface area of 1,140 m2, basal area of 810 m2 and depth of 0.8 m) and, therefore, contains the required volume as well as an additional freeboard allowance PPG. The Site is also not at risk from reservoir flooding. The Corby SFRA Stage 2 (Faber Maunsell, August 2006) has been reviewed and no records of historical flooding have been reported for the Site or adjacent areas as a result of river, sewer or groundwater flooding.

5.3 Flood levels for the Willow Brook North Arm located adjacent to the north of the Site were acquired from the EA for a variety of probability events taken from the Willow Book Model (April 2007). The maximum flood level is modelled at 95.87 mAOD for the 0.1% event. The Site topographic levels are set at approximately 105.08 mAOD to the north-east and 107.82 mAOD to the north-west. There is also a 1.5 m high landscape bund located between the Site and the Willow Brook North Arm. These topographic levels therefore provide the Site with a freeboard of approximately 9.21 m above the 0.1% annual probability event.

5.4 Table 2 of the NPPF PPG sets out a schedule of land uses based on their vulnerability or sensitivity to flooding. The Proposed Development is classified as ‘less vulnerable’ to flooding as set out in Table 2. Referring to Table 3 of the NPPF PPG, ‘less vulnerable’ land uses are considered appropriate within Flood Zone 1 without the need for the Exception Test.

5.5 A review of the feasibility of a variety of SUDS techniques has been undertaken to identify those that are feasible for the Proposed Development. It has been concluded that the preferred drainage strategy for the Site is to attenuate runoff in non-infiltration swales and basins prior to discharge to the dedicated surface water sewer as per the current arrangement. However, consideration should be given at the detailed design stage to other potentially feasible SUDS components that can reduce the required volume of attenuation within the non-infiltration basin, as well as provide potential water quality, biodiversity and visual amenity benefits.

5.6 The existing 100 year runoff rate is 620.9 l/s (Table 4.1); therefore, attenuation would be provided to control runoff to 80% of this rate (i.e. 496.7 l/s) for all events up to and including the 100 year plus 20% climate change rainfall event.

5.7 A basic storage simulation has been undertaken using MicroDrainage which indicates that a non-infiltration pond or basin with a volume of 726.2 m3 would limit the rate of discharge to 496.7 l/s which is a 20% reduction on existing runoff rates. The proposed non-infiltration basin has a volume of 780 m3 (assumed surface area of 1,140 m2, basal area of 810 m2 and depth of 0.8 m) and, therefore, contains the required volume as well as an additional freeboard allowance.

5.8 Additional storage could be provided by non-infiltration swales used for conveyance. This drainage strategy is considered feasible and would provide the betterment in runoff rates required by the NPPF, Northamptonshire County Council Surface Water Guidance for Developers, NNCSS Policy 13 and associated EA standing advice.

5.9 This FRA has demonstrated that the Proposed Development will be safe and that it would not increase flood risk elsewhere. The Proposed Development use is considered appropriate in relation to the flood risk vulnerability classifications set out in Table 3 of the NPPF PPG. The Proposed Development should therefore be considered acceptable in planning policy terms.

FIGURE 1.1: Site Location Plan

PROJECT TITLE : Energy Recovery Centre, Corby NOTES:

DRAWING TITLE: Site Location Plan 1. Do not scale off this drawing 2. All dimensions to be confirmed on site 3. This drawing is copyright of Entran Ltd DATE: July 2015 SCALE: NTS STATUS: ISSUED 4. This drawing is to be read in conjunction with relevant consultant drawings and specifications Entran Ltd, 12 Greenway Farm, Bath Road, Bristol, DRAWN BY: BL CHECKED BY: APPROVED: BS30 5RL TEL: 0117 937 4077 DRAWING SIZE : A4 DRAWING No: FIGURE 1.1 REV : A

FIGURE 2.1: EA Detailed Flood Map

PROJECT TITLE: Energy Recovery Centre, Corby NOTES:

DRAWING TITLE: Detailed Flood Map 1. Do not scale off this drawing 2. All dimensions to be confirmed on site 3. This drawing is copyright of Entran Ltd DATE: July 2015 SCALE: NTS STATUS: ISSUED 4. This drawing is to be read in conjunction with relevant consultant drawings and specifications Entran Ltd, 12 Greenway Farm, Bath Road, Bristol, DRAWN BY: BL CHECKED BY: APPROVED: BS30 5RL TEL: 0117 937 4077 DRAWING SIZE : A4 DRAWING No: FIGURE 2.1 REV : A

APPENDIX A – Proposed Site Layout

APPENDIX B – Babtie Site Validation Report

· Ba btie~

Kenilworth Corby Ltd.

Site G - Shelton Road, Willowbrook Industrial Estate, Corby Validation Report

BGE 200945.11 March 2002

Babtie Group Simpson House, 6 Cherry Orchard Road, Croydon, Surrey CR9 6BE Tel 02086868212 Fax 0208681 2499 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

Contents

Introduction Page 2

Site Conditions Page 4 Site Description Site History Ground Conditions Obstructions Summary of Prior Known Soil Contamination Summary of Groundwater Contamination Gas Monitoring

Liaison with Environment Agency and Local Authority Page 8

Site Remediation Page 8 Scope of Works Project Management Progress of Remediation Soil and Water Testing

Conclusions Page 14

References Page 16

Figures 1 Site Location Plan 2 Site Layout and Construction Details 3 Validation sampling location Plan

Appendices A Planning Conditions B Landfill Records C Eclipse Voelcker Science Accreditation Fax D Chemical Test Results E Minutes of Site Progress Meetings F Photographs

BGE 200945 1 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report Introduction

1.1 Babtie Group Ltd (BG) was appointed by Kenilworth Corby Ltd. (KCl) to provide advice and observation services for remedial works at Site G - Shelton Road, Willowbrook Industrial Estate, Corby, Northants.

1.2 This report details the clearance and remediation carried out for the site, as observed by Babtie, and provides records of the monitoring that was undertaken. Validation was required to confirm that remediation works have been carried out in accordance with the relevant Remediation Statement(3).

1.3 Works were carried out by Weston Landfill Ltd (WLl) and commenced in October 2000. Babtie Group provided an engineer to observe and record the works on a limited part-time basis throughout the contract.

1.4 Due to previous open cast mining operations and infilling with poor quality materials, the site has a potential for settlement and drains poorly and is considered suitable for industrial use subject to capping with a layer of inert material and installation of adequate drainage. The design criteria for the works is specified in Austin Trueman Associates (ATA) Health and

Safety Plan (1) and briefly comprises:

• The ground surface will be reshaped, balancing cuts and fills as far as possible.

• A zone of landscaping 17m wide will be provided along the top of the bank above Willowbrook Stream to allow for any possible future instability of the bank. On the east, south and west sides of the site a zone of landscaping of 4m wide will be provided. Suitable plants will be selected to both survive in the slightly contaminated soils existing on the site and to enhance the stability of the sloping ground surfaces.

• The finished surface of the parking area will have a minimum crossfall of 1:50. The site will be graded to fall towards a central valley where stormwater will drain through a system of gullies and oil separators into the existing piped stormwater drainage system within the site.

• Levels and gradients will be arranged such that if one part of the piped system becomes blocked or otherwise fails then the surface water would overflow to the next point of entry, or off site, without ponding to an unacceptable level.

• A drainage layer is to be incorporated beneath the Type 1 material laid down to intercept any waters that percolate through the surface.

• The existing deep drainage ditch is to be infilled.

BGE 200945 2 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

1.5 Remediation works were based on information available from previous investigations.

1.6 Recommendations, remedial options and the procedures adopted during the remediation

works are detailed in Frank Graham Consulting Engineers Ltd. Remediation Statement (3).

1.7 Work comprised:

• Clearance and disposal of all unwanted vegetation and contaminated topsoil to a suitably licensed landfill

• Regrading of the site to provide the required falls, with rolling of final formation.

• Breaking out of the concrete within the naphthalene pit area with subsequent chemical analysis prior to re-use of uncontaminated material.

• The central ditch was filled in with hard materials to form a haul road down the site.

• Placement of a 1OOmm drainage layer comprising clean chippings over a close weave polypropylene geotextile, Propex 6040 and Propex 6047, and in the area of the haul road topped with a geotextile separator Terram 1000.

• Construction of a 500 mm thick capping layer over the drainage layer to finished site levels.

BGE 200945 3 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

Site Conditions

Site Description

2.1 The site is approximately rectangular in shape, being 350m long and 220m (max) wide, and covers an area of 6.7ha. The National Grid Reference for the site is SP 915 907 (Figure 1).

2.2 Willowbrook Stream bounds the site to the north, and Shelton Road and a low landscaped mound to the east. The site is bounded to the south by industrial units on Shelton and Pywell Roads and to the west by a large car park used for parking fleet vehicles. There are post and wire security fences on the northern and western boundaries.

2.3 At the initiation of works the site was undeveloped and overgrown. An east west depression approximately 1m deep ran through the centre of the site and there was a slight fall towards the east end of the site. A stormwater and foulwater sewer were laid on both sides of this depression through the site. Details of existing services can be found on ATA's Drawing No. 30550/02/P5.

2 2.4 A 3025m bunded and fenced area indicated on historical maps as a 'Naphthalene pit' is present in the south west corner of the site. A moat lies on the inside of the fence with a concrete wall surrounding a square central area that is accessed by a concrete bridge.

2.5 Access to the site is via Shelton Road, located to the east of the site.

Site History

2.6 The historical development of the site has been extracted from Austin Trueman Associate's

(ATA) Report (1) and Frank Graham Consulting engineers Ltd Report (3). This is summarised below:

2.7 The site was extensively quarried for Northampton Sand Ironstone from 1904 up until 1948. This has resulted in depths of up to 19m of loosely compacted overburden.

2.8 Up until 1958 the site consists of open fields.

2.9 After this time, settlement ponds for waste slurry from the nearby steelworks were present along the eastern part of the site. The slurries were contained by a bund and allowed to find their own level over the backfilled opencast waste. Chemical analysis of the slurries carried out by British Steel Corporation describes it as "non-toxic inert fine dust made up of ore/sinter, coke, lime/limestone particles and blast furnace volatilisation products such as zinc and lead."

BGE 200945 4 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

2.10 In the mid 1950's additional material was imported and the site was levelled to around 106.70m AOD. Following this, parts of the site were used for dumping flue dust and slag from the adjoining gas works. Drainage from the gas works was directed to a moated enclosure near the south west corner of the site, possibly now the area of the naphthalene pit.

2.11 Between 1964 and 1973 an area was constructed for the storage of naphthalene from British Steel's Dene Coke Works. It is believed that this 'naphthalene pit' may have been stripped out/removed on completion of this activity and backfilled with materials taken from the Shelton Road Site.

2.12 There are five known closed or open landfill sites in the immediate vicinity of the site.

However, it is considered by Frank Graham Consulting Engineers Ltd (3) that there is negligible possibility for on-site migration of landfill gases from these landfills.

Ground Conditions

2.13 A summary of known ground conditions and contamination on site prior to remediation is detailed below.

2.14 The original geology of the site prior to open cast mining comprised (2):

• Boulder Clay,

• Upper Lincolnshire Limestone

• Lower Lincolnshire Limestone

• Lower Estuarine Series

• Northampton Sand Ironstone

• Upper Lias Deposits

Previous Report No. CKG/590196/001 (3) describes drift deposits on the site as Glacial Till, underlain by Northampton Sand Ironstone. Soils on the site are depicted as restored

ironstone workings, mainly fine loam over clayey soils. The same investigation (3) encountered coke production waste to a maxim depth of l.4m bgl in localised discreet surface layers in certain areas of the site overlying the glacial till deposits which were encountered across the whole site. These deposits comprise low permeability stiff silty reworked clays, occasionally sandy and with chalk gravel to depths between 1. 7m and 14.3m Within the reworked glacial till soft to very soft black silty steelworks waste up to 8.7m thick was encountered in parts of the site towards the north overlying up to 4.2m of glacial till at depth. The deep glacial till contained sand and ironstone pockets.

BGE 200945 5 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

2.15 The Northampton Sand Ironstone (NSI), the limited remains of which underlie the site, is identified as a locally important minor aquifer. A worst case soil vulnerability classification i.e. high soil leaching potential, has been assumed for this area from the Groundwater Vulnerability Map of Northamptonshire and West Fens. However previous leachability tests indicate that the reworked boulder clay material has a very low leaching potential 13). In addition most of the NSI has been mined from the site, and so the site no longer contains the potentially vulnerable water bearing stratum.

2.16 Test results indicated that there is a low potential for the vertical migration of compounds into any underlying water bearing strata due to the reworked glacial till surrounding the sludge, preventing lateral and vertical migration.

Obstructions

2.17 Prior to remediation works, site investigations identified that parts of the site had been used for industrial purposes for some time. As a result some historical and existing structures and services may be anticipated as potential obstructions.

2.18 Stormwater and foulwater drains have already been identified running through the site.

Summary of Prior Known Soil Contamination

2.19 ATA's Report 11) describes the soils as being relatively uncompacted and likely to settle over time. The soils also have a low permeability and will not drain well. Natural groundwater levels appear to be within or below the underlying ironstone, with limited perched water existing at a higher level. Chemical analysis indicates high levels of heavy metals, sulphate and sulphur. Other contaminants including PAHs, phenols, TPH, sulphide, cyanide and thiocyanate were found below ICRCl threshold trigger levels for public open spaces.

2.20 Contest Melbourne Weeks Ltd. investigation 12) encountered similar ground conditions and results from soil sample analysis show some evidence of contamination by zinc, ammoniacal nitrogen, sulphate and sulphide.

2.21 Previous reports have concluded that there is a minimal but recognisable risk as a result for the historical and current conditions on the site. Personal Protective Equipment (PPE) should be worn by site workers carrying out earthworks or construction in the ground.

2.22 Chemical analysis from a previous report No. CKG/590196/001 13) has indicated elevated levels of contaminative substances generally within the black steelworks waste, where leaching tests have indicated that these compounds have limited mobility. Heavy metals (zinc, arsenic, lead, boron and nickel) were encountered at concentrations above the relevant ICRCl threshold trigger level in all the material found on site. However, they were concentrated within the steelworks sludge found at depths of between 4.8m and 15.65m bgl. Sulphur and

BGE 200945 6 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

sulphates were found to be at elevated concentrations across the whole site in the near surface soil layer at concentrations ranging from 0.22 to 3.2%. Organic contamination, including PAHs, phenols and TPH, was found to be below the relevant ICRCL threshold trigger level and Dutch guideline values. Other determinants analysed were found to be generally at concentrations below the relevant guidelines. Leachability tests undertaken indicate that the quantities of contaminants leaching from the soil are below the Dutch Intervention levels.

2.23 It is concluded that the majority of the contamination is found within the steelworks wastes which are encapsulated in glacial till within the site. The near surface deposits are impacted but with contaminants which do not pose a risk to the users of the proposed 'industrial' development of the site as a car park, which in effect provides a barrier between site users and any contamination. The contamination found has been shown to be relatively insoluble and therefore immobile.

Summary of Prior known Groundwater Conditions

2.24 Previous investigations (3) have not encountered any significant groundwater. However, the steelwork waste encountered was found to be "very soft, loose and wet (saturated)". A perched water table was also thought to be encountered in the north west corner of the site.

2.25 Report No. CKG/590196/001 (3) indicates that groundwater was encountered at the site in five boreholes. Chemical analysis of this groundwater indicated that the water contained only elevated levels of sulphate above background levels. Depths of groundwater in existing wells on the site installed during previous investigations were noted between 7.0m and 20.0m bgl.

2.26 Contest Melbourne Weeks Ltd. investigation (2) encountered groundwater in the fill at depths of between 3.0m and 15.3m bgl and locally within the Northampton Sand Ironstone at depths of between 12.7m and 20.0m bgl. Levels measured in standpipes ranged from 2.63m to 19.0m bgl. Chemical analysis indicated that groundwater quality at the site was generally poor, being contaminated predominantly with ammoniacal nitrogen, cyanide (total), lead and sulphate.

2.27 Chemical analysis from surface water samples taken from Willowbrook and the moat

surrounding the naphthalene pit for Report No. CKG/590196/001 (3) have indicated levels of contaminants below the Dutch guidelines for groundwater. Results from the sediment samples analysed were below the detection limit specified by the Engineers.

2.28 The available information suggests that there is evidence of contamination within perched water on the site, but that this affected water is contained within the site as no impacts have been recorded in the adjacent stream.

BGE 200945 7 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

Gas Monitoring

2.29 The site is known to be producing limited landfill type gas in the form of methane and carbon dioxide from the limited sludge deposits buried deep within the waste.

2.30 Gas Monitoring reported in Frank Graham Consulting Engineers Ltd. Report (3) showed methane levels ranging from 0 to 5.9%, carbon dioxide levels ranging from 0 to 18.7% and oxygen levels falling to 0%. The report believes that the gases originate within the steelworks waste material which is sealed above and below by the reworked Boulder Clay, effectively providing a seal to major gas migration. Hydrogen sulphide monitoring during one visit indicated maximum levels to be 41.8ppm.

2.31 Corby Borough Council does not consider the site to be at risk due to landfill gas. Gas protection measures have not been required for development previously occurring in the vicinity of Site G.

2.32 A gas spike survey undertaken on the site encountered very low levels of carbon dioxide and no methane.

2.33 A low level gas risk has been identified, which may be magnified by capping the site. Therefore the remediation measures incorporate measures to mitigate such risks.

Liaison with Environment Agency and Local Authority

3.1 The findings of the site investigation and subsequent remediation statement have been discussed and agreed with the Environment Agency Groundwater Protection Officer and the local Environmental Health Officer at Corby Borough Council prior to the commencement of the site remediation works

3.2 The regulatory bodies require copies of all validation data to be supplied on completion of the site works as a record of the remediation carried out, and in compliance with the planning conditions attached to the site. A copy of the relevant planning conditions is presented in Appendix A.

Site Remediation

Scope of Works

4.1 Remediation Works were carried out in compliance with the Remediation Statement 131and in accordance with the Contractors Method Statements.

BGE 200945 8 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

4.2 The remediation works were carried out in accordance with the relevant requirements of the following legislation, as current at the time of the site works:

• Environmental Protection Act 1990; • Control of Pollution Act 1974; • Control of Substances Hazardous to Health (COSHH) Regulations 1994 as amended by COSHH (Amendment) Regulation 1996 and COSHH (Amendment) Regulation 1997; • Health and Safety at Work Act 1974 and (Application to Environmentally Hazardous Substances) Regulation 1996; • Construction (Design and Management) Regulations 1994; • Water Resources Act 1991 ; • Water Regulations 1999; • Landfill Tax Regulation s 1996 (SI1996, Nos. 1527, 1528, 1529);

4.3 The Remediation Works were carried out to provide a suitable site for redevelopment as car parking and above ground storage.

4.4 Material unsuitable for engineering purposes and obstructions were removed.

Project Management

4.5 Babtie Group Ltd was appointed to review the remediation design and drawings, liaise with the Environment Agency and the Local Authority, provide advice and validation services based on occasional site observation.

4.6 Weston Landfill Ltd. have undertaken the remediation works on the site, supported by an Environmental Specialist, Ken Rashbrooke, to carry out the necessary site inspections and validation sampling. Babtie Group Ltd were not present at all times when Mr Rashbrooke was on site.

4.7 Haulage of materials taken off site was undertaken by G. Webb Haulage Ltd., whose Waste Registration Number is CAM/105231. All materials were taken to Weldon Landfill Site in Northamptonshire. This site is operated by Shanks Waste Solutions under landfill licence number C/25. Copies of the waste transfer tickets and landfill licence are presented in Appendix B.

4.8 Analysis of soil and water samples were carried out by Eclipse Voelcker Science (EVS). This laboratory is UKAS accredited. A copy of the laboratory accreditation certificate is included as Appendix C. The results of chemical analysis of soils are presented in Appendix D.

4.9 Weston Landfill Ltd. was responsible for all site works including site clearance and demolition works, excavation, regrading, backfilling, and compaction of backfill. In addition Weston Landfill Ltd. was also responsible for site health and safety procedures, and fulfilling the role

BGE 200945 9 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

of Principal Contractor under Construction (Design and Management) Regulations 1994 (COM).

4.10 Austin Trueman Associates provided project management, structural design and planning supervisor services for the works.

Progress of Remediation

4.11 The progress of the works, as observed, and key issues are summarised in the following section. The full minutes of the site meetings are provided as Appendix E. Site visits were carried out by Babtie on 28/11/00, 19/01/01,2/02/01,30/03/01, 18/5/01, 6n/Ol, 8/8/01, 31/8/01,28/9/01,19/10/01, and 21/12/01.

4.12 Works commenced October 2000 and were effectively complete on 21 December 2001.

4.13 The initial site works comprised setting up site accommodation and securing access. This was followed by clearance of existing site vegetation and any other obstructions.

4.14 A single surface water sample was taken from a location adjacent to the contractor's diesel fuelling site on 9th October 2000 (Wl). The concentration of PAHs found to be present in the

sample (0.38IJg/i) was above the 0.21Jg/1 Water Supply (Water Quality) Regulations (3). To remedy this situation the tanks were enclosed in bunds to prevent spillage and further testing of the surface water undertaken. The results of this and any other testing are presented in the Appendices and discussed in Sections 4.33- 4.39.

4.15 A site visit on 28th November 2000 noted that the site clearance was near completion and a fence had been erected around the perimeter of the site. Clearance of the area to the south west of the naphthalene pit was still to be undertaken and the site had been partially regraded. Surplus material was stockpiled near the northern edge to form a landscape bund.

4.16 Breaking out of the naphthalene pit started on 8th January 2001.

4.17 The site had been cleared of all vegetation by the site visit on 19th January 2001, and the naphthalene pit was being broken out. The site had been further regraded and surplus material stockpiled near to the northern edge. All topsoil had been stockpiled separately on site. At this time only rubbish had been taken off site.

nd 4.18 It was confirmed on Monday 22 January 2001 that three samples had been taken from the naphthalene pit area. These samples consisted of concrete and soil under the concrete.

4.19 Works were being carried out in the naphthalene pit area on the site visit of 2nd February 2001. Black sludge from the moat around the naphthalene pit was being taken off site at this time to Weldon Landfill Site, operated by Shanks Waste Solutions and the concrete from the naphthalene pit was stockpiled within the area delimited by the moat. Surface water was

BGE 200945 10 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

being collected in the ditch bisecting the site and discharged into the surface water drainage system, with a straw filter installed to prevent silt from entering the sewer.

4.20 On the 2nd February 2001, three soil samples were taken at surface level in the naphthalene pit area after spoil had been removed. Two water samples were also taken, one from the trench leading to the surface water drainage manhole (W3) and the second from the trench leading to discharge into the surface water drainage (W4).

4.21 The site visit of 30th March 2001 noted that the haulage road was being constructed and that the concrete from the naphthalene pit had been crushed and placed in the haulage road. The ditch around the naphthalene pit had not been drained at this time but the water from the ditch looked clear. The ditch previously running along the eastern boundary of the site had been backfilled and the area re-profiled. Profiles had been set up across the site, but it was noted that the set up of the profiles in the south-east corner of the site was incorrect. These were checked and modified accordingly.

4.22 On the site visit of 18th May 2001 it was noted that the ditch around the naphthalene pit had been drained and that the water, which had been tested (W2) and proven to be uncontaminated had been discharged into the foul sewer. Two soil samples were taken at the western end of the site, north of the haulage road, a further soil sample was taken in the middle of the site where topsoil was present, and one water sample was taken where the surface water discharges into the sewer (W5).

4.23 The backfilling of the ditch to form the haulage road had been completed by the site visit of 6th July 2001. In addition, the area to the south of the haulage road had been levelled and proof rolled and the area to the north of the haulage road was in the process of being proof rolled. Hardcore material had been stockpiled at the eastern extremity of the haulage road and a trial area of geotextile covered with backfill material had been prepared to the south of the haulage road. At this site meeting it was noted that elevated concentrations were recorded in soil samples G13, and that three additional samples in vicinity of G13 were taken (G14, G15 & G16). It was also noted that the area around G13 had been recapped. It was decided at this meeting that the trial backfill material was not suitable for the intended use and an alternative suitable source material was required.

4.24 A site visit took place on 8th August 2001 to undertake validation soil sampling of the area to the south of the haulage road (G17 to G26 inclusive). Two plastic sample bags were filled with surface material in ten different locations. A fax received from EVS confirmed that the use of plastic bags for sample collection would not affect the UKAS accreditation of the analysis.

4.25 At the time of the site visit of 31 st August 2001 works were being undertaken on the haulage road and the area to the south of the haulage road. The area to the north of the haulage road had previously been levelled. Reinforcement bars were found to be sticking out of the ground

BGE 200945 11 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

in a number of locations south of the haulage road. An alternative source of backfill, being local sandstone, had been secured.

4.26 The ProPex geotextile had been laid and subsoil was being laid and rolled in the area to the south of the haulage road at the time of the site visit on 28th September 2001. Also, drainage channels had been installed in part of the northern section of the site. It was confirmed on site that the reinforcement bars found to be sticking out of the ground previously were dealt with prior to the geotextile being laid down.

4.27 On the site visit of 19th October 2001 the stone layer was being laid in the area to the south of the haulage road and the northern section of the site was levelled and ready for the ProPex to be laid. Validation samples were taken consisting of two plastic sample bags each from 16 different locations (G27 to G42 inclusive).

4.28 An additional six validation samples were taken during a later site visit by Mr Rashbrooke. Samples G43 to G48 inclusive were taken in the area previously used as the site compound and along the Haulage Road.

4.29 The fencing around the site compound and two site cabins had been removed, and the stone

layer was being completed in th is section of the site at the time of the site visit on 21 st December 2001. Weston Landfill confirmed that the perimeter venting trench comprising pea shingle had also been constructed. The diesel tank had been moved to the southern side of the haulage road. All except one manhole had been cut down to ground level and covered appropriately. The gas monitoring points had also been reduced to ground level and gas taps, concrete surround and approximately 250mm diameter circular access covers installed.

4.30 Figure 2 has been produced by Austin Trueman Associates and shows the site layout and construction details, including the drainage layout, formation levels, the surface construction and the venting trench. No specific 'as-built' drawings are available during production of this report. Photographs of the site progress are provided in Appendix F

4.31 At the time of writing, the landscaping details had not been finalised and remain outstanding. Future additional drainage such as the oil interceptor and any further surfacing works do not form part of the remediation stage of the works and are not covered by this report.

Soil and Water Testing

4.32 A total of 48 soil and 4 water samples were taken and analysed throughout the site works. A location plan of the samples is presented in Figure 3. Chemical test results are presented in Appendix D.

4.33 Once the ground had been levelled and proof rolled ten validation samples were taken from the area to the south of the haulage road and 16 samples to the north of the haulage road. A further 6 samples were taken in the area of the site compound and along the Haulage road.

BGE 200945 12 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

These samples were taken from the surface material using two plastic bags.

4.34 Results from the soil samples analysed have been compared to ICRCL trigger levels for Landscaped areas, buildings and hard cover and Parks, playing fields and open space. Water analyses were compared to the UK Drinking Water Standard and in the absence of appropriate parameters, the Dutch Groundwater Intervention Concentrations.

4.35 Sample G 13 taken close to the haulage near the western end of the site recorded a concentration of arsenic of 77mg/kg. This is above the ICRCL 40mg/kg threshold trigger level for parks, playing fields and open spaces. Due to this result three further samples were taken to clarify the contamination levels in this area (G 14. G15 & G16). Concentrations measured in these additional soil analyses are below the remediation criteria for all determinants including arsenic. The area was therefore deemed to be satisfactory for the proposed end use of the site.

4.36 Analyses of all other soil samples did not record contaminant concentrations above the remediation criteria for contaminants that are hazardous to human health. However. phytotoxic contaminants (nickel and zinc) were found in some samples to be above the ICRCL threshold trigger value. Concentrations of zinc were generally found to be above the ICRCL trigger threshold value for sites where vegetation is to be grown in the western extremity of the site. with the majority being in the area of the naphthalene pit and its surroundings. G47 is the only sample found to be above the remediation criteria in the eastern part of the site. Table1 presents the samples that have recorded concentrations above the specific remediation criteria. However the presence of elevated concentrations of phytotoxic metals is not considered relevant to the proposed site usage as hardstanding.

Sample Determinand Measured Value ICRCl threshold Reference (mg/kg) trigger level (mg/kg)

G4 Nickel 77 70 G5 Zinc 430 300 G11 Zinc 460 300 G13 Arsenic 77 40# G13 Zinc 7600 300 G14 Zinc 360 300 G23 Zinc 320 300 G25 Zinc 850 300 G27 Zinc 300 300 G28 Zinc 310 300 G47 Zinc 310 300 Table 1: Soil Samples found to be above the remediation criteria.

# G13 revalidated and found to be within acceptable limits.

BGE 200945 13 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

All other determinants are phytotoxic metals and do not represent a risk to the site development.

4.37 All of the five water samples analysed contain high concentrations of sulphate above the UK Drinking Water Standard(DWSl, as can be seen in Table 2. The levels are still relatively low and do not pose a risk to the proposed development. However sulphate protection measures may be required if concrete is ever to be placed in the ground in the future. A PAH concentration of 0.38~g/1 was also measured in sample Wl, which is above the 0.2~g/1 UK Drinking Water Standard. This relates to conditions near the fuel tank before remedial bunding was implemented.

4.38 Phenols have been analysed to a detection limit of 0.1 mg/I, which is actually above the UK DWS of 0.5~g/1. We, therefore, cannot determine if the levels of phenols in the water samples are above the DWS, however all samples recorded phenols levels below detection and phenols are not considered to represent an appreciable risk to the development or associated ground and surface water ..

Sample Determinand Measured Value UK Drinking Water Reference Standard

Wl Sulphate 403 mg/I 250 mg/I W1# PAHs 0.38 ~g/I 0.2 ~g/I W2 Sulphate 701 mg/I 250 mg/I W3 Sulphate 869 mg/I 250 mg/I W4 Sulphate 427.5 mg/I 250 mg/I W5 Sulphate 1668 mg/I 250 mg/I Table 2: Water Samples found to be above the remediation criteria. # Sample taken adjacent to fuel tanks. Area subsequently bunded to prevent surface water contamination by spillages.

Conclusions

5.1 The remediation of the site, as observed by Babtie, has been carried out in accordance with the Remediation Statement and Contractors Method Statements.

5.2 The remediation of the site has been designed to reduce infiltration and direct any rainwater or runoff into the dedicated subsurface drains and surface water sewers. Remediation involved the reworking and levelling of the site, with validation samples taken of the surface soils to confirm soil concentrations were below the acceptable concentrations, prior to capping with imported crushed natural stone.

BGE 200945 14 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

5.3 Venting of any underground gasses was facilitated by construction of perimeter granular trenches.

5.4 With the exception of zinc and nickel all validation samples taken from reworked and levelled ground had concentrations of contaminants below the remediation criteria. Zinc and nickel are phytotoxic contaminants only. Due to the proposed end use of the site being hardstanding the presence of phytotoxic contaminants is not considered to be a potential risk to the end use of the site and the presence of such metals is not relevant to the current land use. Clean topsoil is to be provided in landscaped areas.

BGE 200945 15 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

References

1. Austin Trueman Associates, Health and Safety Plan for the Remediation Works at Site G, Willowbrook Industrial Estate, Corby, Northants, April 2000, Report No. Sa/50211/815/AT/ptw,

which includes:

Austin Trueman Associates, Report on the Development Proposals for Light Vehicles Storage Area at Site G, Shelton Road, Corby, Northamptonshire, August 1998, Report No. SA/30550/765/NH/RF

2. Contest Melbourne Weeks Ltd., Report on Willowbrook Slurry Ponds, Corby, Northants, January 1993, report No. DS121, ATA's (July 200) Report No. SA/30550/819/RW/ptw.

3. Frank Graham Consulting Engineers Ltd., Commission for the New Towns, Shelton Road, Corby, Northamptonshire, Remediation Statement Report, August 1996, report No. CKG/590196/001.

4. Weston Landfill Ltd., Project Health and Safety Plan, Site G, Willowbrook Industrial Estate, Corby, Northants, April 200. Report No. SA/50211/815/AT/ptw.

BGE 200945 16 Kenilworth Corby Ltd. Site G - Shelton Road, Willowbrook Industrial Estate Validation Report

Figure 2

Site Layout and Construction Details

(ATA's Drawing No. 21, Revision B)

BGE 200945 ------,------~------

{------LtNDSCAPED STRIP - ____..;.17"' !t2Jll

THIS OR,4,WING SHOULD Sf READ IN CONJUNCTiON WITH ALL OTHER t--- RELEVANT DOCUMENTS, INCL

2. THE WORKS IND1CATEO ON THIS DRAWING HAVE, AS FAR AS PLANTiNG THIS SIDE OF MOUND SEE l50mm CI_cAN TC'R SOIL ------~-, REASONABLY PRACTICABLE, BEEN DESIGNED TO ENSURE THAT LANDSCAPE ARCHITECTS SPECIFICATIm WHERE APPL!C,~BLE THOSE 8W1LDING, MAINTAINING OR REPAIRING GRANVLA~ HARD MATt:RIAL THEM WILL Nm BE SUBJECTED TO UNDUE RISI

~~3. :(104.50 DENOTE,S SOIL ~I!'QtL ;",EVEL~~

~~4. ~?ENOTt:S CROSSFALL~~

~~5 () DENOTES CHEMICAL ANALYSIS AND BORt:HOL.E LOCATIONS FOR DETAilS OF COVERS SEE DRAWING No_ 30550122~~

~~6 .•..""" .... ,, ..... Df:t..!OTES 150 fZl PERFORATED PIPE, WrTHVENTi::;OV>.iL An-OPEND_ SPtG!AUSl GEOTEXlllf FABRIC WITH lOW PfRMEAB~~

~~~ICATION~~

,--- ... --.., "'~', ~--.. ,-", 1 PAVEMENT REFER TO DRAWING 30550122 , 2 i a ! '9 , ! 10 i I 11 ) 1'12 I y Y Y Y 2_ DRAlliAGE: SURFACE DRAINAGE INLETTOCONSISTOF A SlOCKOF i I I T I 6 No. 64Qx400 GUL.LlES O]SCHARG!NO THR(')(JGH A MAt~HOlE 1 I ! ! i DiSCHARGING )NTOTHE EX!SlING STORM WATER SEWER, ShO\NN -1----«-" L ---t - !------" -I -1------~- ---'I THUS- 0-'---"" ------1 1 t--- --+ I SEE DETAil QRAWING 30560i22

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I I ,..-'" 200800 N RW 22/01101 ! FINISHt.O cEvELS AMEND.D_ I H t-.- - .------,;- -- &-- --~, I REFERENCE GRID AND SURVI'; V._O CQ: '-' .--14. ~ , ) l.,EVELS ADDEO .. :401.23. I ; JMT ! FOR CONSTRUCTION All levels based on MH S 11 Invert Level E:XIST!NG RW I SAFE A~I'A CHANGED FENCE Survey based on loco! co-ordinates I P~WMINARY ISSUE -, ------,.. !

/-." I i ( K t- ,--"------'-'- - - ._. _ .._- - 1iIOSJlO-- ,.~ '-./ , SITE REMEDIATION SITE G WILLOWBROOK INDUSTRIAL ESTATE CORBY NORTHANTS 3m WiDe LANDSCAPeD STRIP @ I 81 r ---- -+------1- - -- ~I ! I , I-c·I'·m...... liSE AI' Fill IN L(NI ~, -ti , IiATE~IAL_ I "1CU£1 KENILWORTH CORBY LTD E I THE BIRCHES -~ .--.. 290700 N 1____ - ( M ~- -. - .. --.~- - 1--- -, ----;.;---_., MEGG LANE ---, ------,- LOOSE. GRAVEL 8 '--' , 10&.71 CHIPPERFIELD 6OOl'nm HARO nL(.. ! STONE :i BOUNDARY SECURiTY LANPSCAPED STRIP COMPACTED ~N 1WO LAYERS HERTFORDSHIRE LVENTING 51'1'111' FENC~ 'I -i I I , t-...... --t~ - !---- .~I-- --r - y---'\ .;o.~'- -,,-----t- ---j-- --1--i - - -,,---I I .- ---+ Drawing Tlija 0 I ~~'I'·--- I I I ,t:!NISHED LEVEL CF PAYEMENT SCHEME A i c L __ , SITE LAYOUT FOR REMEDIAL \ "." ..1______'" -'---T --I -,. ... --- .. _. --- - ~ I WORKS « I () 1m .E~nNCj smlP ~ I ORIG~NA.L GROUND LEVf,L 0- 150mm CLEAN TOPSOIL i ~ I DflIi/Iwlng Status i - , , I 1 "a 1-1 ----1- --1------+- 1 ------t- IE -'---r -- -i---I j I I I FOR CONSTRUCTION ~

I I Scale_ 1,1000 1'100 SECTION B·B I 1000 (jPI,fC DUel FOR ---, 290000 N _ i ______Job No Rof c I R ~"------FUTUk~ UGHTING CAe,. " ,",-,," 0.010 05/06/00 30550 B f PLAN "~ :S I SCALE 11000 P..... ""I "'I '" , "ii ~I §! !iiI ~r ..;;: ~----~------~~I Austin Trueman Associates "sa L-S=C=.:I.;b:.'~'~'~ __ ~~_J __L_l_J_~~~ __L_l______•______• ______Au_-~.~._"_T_ru~8~m~a~"_AN~QQa~~tN~~a~~~~~~~;~~A:~~~~M~H;8~~~O~~~h~'~~AL~-3~4~P~Q~TO:~:P=h:O:n:.;:O~1~7:27~85:8~7:52~f~-~::'m::i:.=;:O~17~2=7:85:-:23:7~6~:E=-M:.:I~'.=n!g'=~~~m~@~.:":tin:u:u=.':n~::-oo::-~=__i ...... I~

~~APPENDIX C – EA Data~~

~~Mr B Lewis Our ref: CCN-2013- 34013 [email protected] Your ref: 130313/FW11~~

~~Date: 11 April 2013~~

~~Dear Mr Lewis~~

~~Basic Flood Risk Assessment Data Request for Willowbrook East Industrial Estate, Corby (SP9090090810).~~

~~Thank you for your request of 12 March 2013 to use Environment Agency data, Product 3, in the development of the Flood Risk Assessment (FRA) for the above site. The information is attached.~~

If you have requested this information to help inform a development proposal, then you should note the detail in the attached advisory text on the use of Environment Agency Information for Flood Risk Assessments / Flood Consequence Assessments.

Flood Map The attached Basic FRA Map includes the current Flood Map for your area. The Flood Map indicates the area at risk of flooding, assuming no flood defences exist, for a flood event with a 0.5% chance of occurring in any year for flooding from the sea, or a 1% chance of occurring for fluvial (river) flooding. It also shows the extent of the Extreme Flood Outline which represents the extent of a flood event with a 0.1% chance of occurring in any year, or the highest recorded historic extent if greater.

The Flood Map only indicates the extent and likelihood of flooding from rivers or the sea. It should also be remembered that flooding may occur from other sources such as surface water sewers, road drainage, etc.

~~Fluvial Flood Levels The fluvial flood levels for the model nodes shown on the attached Basic FRA Map are set out in the table below. They are measured in metres above Ordnance Datum Newlyn (mODN).~~

~~Contd…/~~

Waterside House, Waterside North, Lincoln, LN2 5HA Weekday Daytime calls cost 5p plus up to 6p per Customer services line: 03708 506 506 minute from BT Weekend Unlimited. Mobile and Email: [email protected] other providers’ charges may vary www.environment-agency.gov.uk

~~Annual Exceedance Probability - Maximum Water Levels~~

(mODN) 1% 0.1% (1 in 100) 0.1% (1 in Node 4% 1% Easting Northing inc (1 in 1000) inc Label (1 in 25) (1 in 100) Climate 1000) Climate Change Change WBN5495 490671 290864 96.18 96.25 96.28 96.37 96.43 WBN5281 490868 290939 95.46 95.55 95.60 95.74 95.87 WBN5087 491051 290970 94.42 94.55 94.71 95.22 95.52

These levels are taken from the Willow Brook Model (April 2007) and are the most up-to-date currently available. We aim to review our models on a regular basis, so if you are using these levels more than twelve months from the date of this letter, please contact us again to check that they are still valid.

~~Please note that these levels are “in-channel” levels and therefore may not represent the flood level on the floodplain, particularly where the channel is embanked or has raised defences.~~

Fluvial Defence Information There are no formal flood defences protecting this site. The natural channel which is maintained by us, provides a nominal protection against a flood event with a 1% chance of occurring in any year (1 in 100). We inspect the channel regularly to ensure that any potential defects are identified early.

History of Flooding With regards to the history of flooding I can advise that we do not have any records of flooding in this area. It is possible that other flooding may have occurred that we do not have records for, and other organisations, such as the Local Authority or Internal Drainage Boards, may have records.

Climate Change Climate change will increase flood risk due to overtopping of defences. Please contact our Welland and Nene Partnership and Strategic Overview Team to discuss how this risk should be considered within your Flood Risk Assessment.

~~This information is provided subject to the enclosed notice, which you should read.~~

If you have any queries or would like to discuss the content of this letter further please contact Heather Claase using the telephone/email details below. Please quote our CCN reference number in all correspondence where data is referenced, including the Flood Risk Assessment.

~~Yours sincerely~~

~~FOR Ben Thornely Welland and Nene Partnerships and Strategic Overview Team Leader~~

~~Direct dial 01536 385126 2~~

~~Direct e-mail [email protected]~~

~~Enc. FRA Advisory Text Basic FRA Map Standard Notice~~

~~Basic FRA Map Map centred on SP 90900 90810 - created April 2013 [Ref: CCN-2013-34013]~~

~~Scale 1:10,000~~

~~Node_points Main River Area at Risk of Flooding from Rivers or The Sea Extreme Flood Outline~~

~~WBN5087 WBN5281 WBN5495~~

~~Dark blue shows the area that could be affected by flooding, either from rivers or the sea, if there were no flood defences. This area could be flooded:~~

~~- from the sea by a flood that has a 0.5% (1 in 200) or greater chance of happening each year.~~

~~- or from a river by a flood that has a 1% (1 in 100) or greater chance of happening each year.~~

~~Light blue shows the extent of the Extreme Flood Outline, which represents the extent of a flood event with a 0.1% chance of occurring in any year, or the highest recorded historic extent if greater.~~

These two colours show the extent of the natural floodplain if there were no flood defences or certain other manmade structures and channel improvements. Sites outside the two extents, but behind raised defences, may be affected by flooding if the defences are overtopped or fail.

~~Created by the Partnerships & Strategic Overview Team, Kettering~~

© Environment Agency copyright and / or database rights 2013. All rights reserved. © Crown Copyright and database right. All rights reserved. Environment Agency, 100026380, 2013. Contact Us: National Customer Contact Centre, PO Box 544, Rotherham, S60 1BY. Tel: 03708 506 506 (Mon-Fri 8-6). Email: [email protected] Use of Environment Agency Information for Flood Risk / Flood Consequence Assessments

Important If you have requested this information to help inform a development proposal, then we recommend that you undertake a formal pre-application enquiry using the form available from our website:-

~~http://www.environment-agency.gov.uk/research/planning/33580.aspx~~

Depending on the enquiry, we may also provide advice on other issues related to our responsibilities including flooding, waste, land contamination, water quality, biodiversity, navigation, pollution, water resources, foul drainage or Environmental Impact Assessment.

In England, you should refer to the Environment Agency’s Flood Risk Standing Advice, the technical guidance to the National Planning Policy Framework and the existing PPS25 Practice Guide for information about what flood risk assessment is needed for new development in the different Flood Zones. These documents can be accessed via:

~~http://www.environment-agency.gov.uk/research/planning/82587.aspx~~

~~http://www.communities.gov.uk/publications/planningandbuilding/nppftechnicalgu idance~~

~~http://www.communities.gov.uk/publications/planningandbuilding/pps25guideupd ate~~

~~You should also consult the Strategic Flood Risk Assessment produced by your local planning authority.~~

In Wales, you should refer to TAN15 for information about what flood consequence assessment is needed for new development in the different flood zones http://new.wales.gov.uk/splash;jsessionid=8ylGTfGZthmB0t2vhp6hS1GcB1LXvZ zB3Ylczf20Xn7LK3zK0nMk!981825250?orig=/topics/planning/policy/tans/tan15/

~~You should also consult the Strategic Flood Consequence Assessment if one has been produced by your local planning authority.~~

~~In both England and Wales you should note that:~~

1. Information supplied by the Environment Agency may be used to assist in producing a Flood Risk / Consequence Assessment (FRA / FCA) where one is required, but does not constitute such an assessment on its own.

2. This information covers flood risk from main rivers and the sea, and you will need to consider other potential sources of flooding, such as groundwater or overland runoff. The information produced by the local planning authority referred to above may assist here.

~~3. Where a planning application requires a FRA / FCA and this is not submitted or deficient, the Environment Agency may well raise an objection.~~

4. For more significant proposals in higher flood risk areas, we would be pleased to discuss details with you ahead of making any planning application, and you should also discuss the matter with your local planning authority. 89_07_SD02, Version 6

Standard notice [not for use with Special Data, Personal Data or unlicensed 3rd party rights] Information warning We (The Environment Agency) do not promise that the Information supplied to You will always be accurate, free from viruses and other malicious or damaging code (if electronic), complete or up to date or that the Information will provide any particular facilities or functions or be suitable for any particular purpose. You must ensure that the Information meets your needs and are entirely responsible for the consequences of using the Information. Please also note any specific information warning or guidance supplied to you.

Permitted use • The Information is protected by intellectual property rights and whilst you have certain statutory rights which include the right to read the Information, you are granted no additional use rights whatsoever unless you agree to the licence set out below. • Commercial use of anything except EA OpenData is subject to payment of a £50 licence fee (+VAT) for each person seeking the benefit of the licence, except for use as an Environment Agency contractor or for approved media use. • To activate this licence you do not need to contact us (unless you need to pay us a Commercial licence fee) but if you make any use in excess of your statutory rights you are deemed to accept the terms below. Licence We grant you a worldwide, royalty-free (apart from the £50 licence fee for commercial use), perpetual, non- exclusive licence to use the Information subject to the conditions below. You are free to:

~~copy, publish, distribute and transmit the Information~~

~~adapt the Information~~

exploit the Information commercially, for example, by combining it with other Information, or by including it in your own product or application You must (where you do any of the above): acknowledge the source of the Information by including the following attribution statement: “Contains Environment Agency information © Environment Agency and database right” ensure that you do not use the Information in a way that suggests any official status or that We endorse you or your use of the Information ensure that you do not mislead others or misrepresent the Information or its source or use the Information in a way that is detrimental to the environment, including the risk of reduced future enhancement ensure that your use of the Information does not breach the Data Protection Act 1998 or the Privacy and Electronic Communications (EC Directive) Regulations 2003 These are important conditions and if you fail to comply with them the rights granted to you under this licence, or any similar licence granted by us will end automatically.

No warranty The Information is licensed ‘as is’ and We exclude all representations, warranties, obligations and liabilities in relation to the Information to the maximum extent permitted by law. We are not liable for any errors or omissions in the Information and shall not be liable for any loss, injury or damage of any kind caused by its use. We do not guarantee the continued supply of the Information. Governing Law This licence is governed by the laws of England and Wales. Definitions “Information” means the information that is protected by copyright or by database right (for example, literary and artistic works, content, data and source code) offered for use under the terms of this licence. “Commercial” means: offering a product or service containing the Information, or any adaptation of it, for a charge, or internal use for any purpose, or offering a product or service based on the Information for indirect commercial advantage, by an organisation that is primarily engaged in trade, commerce or a profession.

~~Contact: [email protected] 03708 506506~~

~~APPENDIX D – Card Geotechnics Response~~

~~CARD---- GEOTECH NICS~~

~~15 February 2010~~

~~Mr P MCDonagh Avoncrest Developments Limited Suite 11 , Berkeley House th Barnet Road Your ref: 29 January 2010 London Colney Herts Our ref: jslCG/5374 AL21BG~~

~~Dear Pat~~

~~SITE G CORBY, NORTHANTS Review of Remediation Contractor's Proposals~~

~~Thank you for your letter dated 29th January 2010. As requested, we have reviewed the report extract supplied and assessed the issues associated with redeveloping the site as a business park.~~

~~The site comprises 20 acres, the majority of which is currently in use as vehicle storage. The northern boundary is the Willowbrook, which lies at the bottom of a steep embankment.~~

The site has a history of being quarried for Northampton Sand Ironstone (NSI) and then backfilled with uncompacted reworked overburden (Boulder Clay) with the addition of some areas, which were subsequently used as sludge lagoons containing steelworks waste, and some localised surface deposition of flue dust and slag from a nearby gasworks. There has been an investigation undertaken on the site which has indicated that the fill material is up to 19m thick, but contamination is limited and restricted to the buried imported sludge lagoons and slag waste on the site. Similarly, the only groundwater encountered on the site was perched within the reworked fill and was contaminated where found within the sludge materials. However this water is confined within the site by the clay fill and no impacts were found in the adjacent stream. The NSI is the local aquifer but has been extracted and is no longer present in this area of Corby. Low levels of soil gas were recorded as result of the organic content within the sludge material.

As a result of the above conditions, when the site was redeveloped for its current use, a series of remediation works were completed, including removal of existing redundant structures, regrading of the surface to fill in hollows/ditches and facilitate surface water run-off into a dedicated drainage system passing through an oil interceptor to the mains surface water sewer.

The remediation works also included capping of the site with a geotextile and 100mm thick granular drainage layer (to prevent infiltration), linked to the surface water drainage system, under a 500mm Type 1 surface capping layer. A 17m wide zone of landscaping was retained along the boundary with the stream to avoid slope stability issues.

The site was remediated for an industrial/commercial end use of open storage. To this end the capping layer provides a barrier which breaks potential pollution linkages to current and future site users. The open surfacing allows potential soil gases to vent safely to atmosphere. The perched water is confined on the site and remains undisturbed with no impacts on the local water courses. C A R[ GEOTECHNIC:

If the site is to be redeveloped as a business park, it is envisaged that this would incorporate hard surfacing of the existing granular surfacing and provision of commercial/office buildings. This change of use will not affect the environmental risk to site occupiers associated with the completed site, as the end use remains commercial/industrial and the hard surfacing and buildings will continue to provide a barrier to break the pollution linkages. Therefore no additional soil remediation is envisaged. However, where excavations are required, construction workers will require appropriate training and use ofPPE and excavated materials will be required to be analysed for contamination and waste acceptability for disposal of excess spoil in accordance with the Landfill (England and Wales) Regulations 2002. Waste disposal will have to comply with Duty of Care Regulations.

The hard surfacing will have to be designed to incorporate falls and 'soft'/permeable areas to allow gas venting through the existing drainage layer and new buildings, especially over the sludge lagoon areas, are likely to require basic gas protection measures. Typically this may include a gas impermeable membrane, cast in situ slabs and possibly passive underfloor venting, but gas monitoring will be required in accordance with CIRlA C665 to ensure appropriate design of gas protection.

Not with standing the above, contamination assessment methods have changed significantly since the original site investigation, and it may be necessary to undertake a further contamination investigation, compliant to current standards to satisfy local planning requirements. It is also likely that given the recent High Court judgement against Corby Borough Council with respect to liabilities associated with remediation of British Steel land, the Council will be seeking for developers to take a very robust approach to assessment and remediation of potentially similar land. It is envisaged that environmental monitoring during the works, good site practise and prevention of off site impacts are likely to be key requirements.

The lack of compaction of the fill and the variability of the soils, especially in the areas of the sludge lagoons, means that foundations for proposed buildings are likely to require piling into the Upper Lias. The concrete used for piles will require careful design to withstand the conditions within the remains of the sludge lagoons and gas works waste, and negative skin friction will be a consideration in those areas.

If development space is to be maximised and building is required on the landscape buffer zone at the top of the embankment above the stream, slope stability works are likely to be required to protect the slope and stream.

A development specific geotechnical investigation will be required to provide accurate design parameters for pile design. This should be combined with the contamination investigation for maximum value.

~~We trust that the enclosed fulfils your current requirements, but please call if you have any queries.~~

~~Yours sincerely~~

~~Jo Strange, Regional Director Card Geotechnics Limited . \ \ . . \ \. .~~

~~APPENDIX E – Geodesys Drainage and Water Enquiry~~

~~Order Reference:B965132-1 Produced on:02 May 2013 COMMERCIALDW Drainage and Water Enquiry~~

~~The information in this document refers to: This document was ordered by:~~

~~Site at Corby TM Property Searches 200 Delta Business Park Swindon Wiltshire SN5 7XP~~

~~Customer reference: 11114292~~

~~Interpretation of Drainage and Water Search Appendix 1 of this report contains definitions of terms and expressions.~~

~~Our standard terms and conditions for Commercial Drainage and Water Enquiries apply to this report. They are included in this search and are available on our website.~~

~~The following records were searched in compiling this report:~~

~~- Questions 2, 12 - 14, 16 - 19, 21 and 22~~

~~Lisa Parmenter, Customer Services Team Leader, is the person responsible in respect of the following:~~

~~Complaint Procedure~~

~~As a minimum standard, Geodesys:~~

~~- will investigate and research the matter in detail and provide a written response within 5 working days of receipt of your written complaint;~~

~~- will keep you informed of the progress and update you with new timescales if necessary, depending on the scale of investigation required;~~

~~- will provide the search free of charge if your search takes us longer than 10 working days to complete and we have not communicated the reasons for the delay.~~

~~If you are still not satisfied with our response or action, we will refer the matter to a Senior Manager/Company Director for resolution.~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013~~

~~Order Summary Page~~

~~Question Answer~~

~~2 Where relevant, please include a copy of an extract from the map of waterworks Map Included~~

~~12 Is the property connected to mains water supply? Land/Plot~~

~~13 Are there any water mains, resource mains or discharge pipes within the No boundaries of the property?~~

~~14 Is any water main or service pipe serving, or which is proposed to serve the Land/Plot property, the subject of an existing adoption agreement or an application for such an agreement?~~

~~15 Is the property at risk of receiving low water pressure or flow? No~~

~~16 Please include details of a water quality analysis made by the water undertaker for See Details the water supply zone in respect of the most recent calendar year~~

~~17 Please include details of any departures, authorised by the Secretary of State See Details under Part 6 of the 2000 Regulations from the provisions of Part 3 of those Regulations.~~

~~18 Please include details of the location of any water meter serving the property See Details~~

~~19 Who are the sewerage and water undertakers for the area? Anglian Water Services Limited & Anglian Water Services Limited~~

~~20 Who bills the property for sewerage services? Land/Plot~~

~~21 Who bills the property for water services? Land/Plot~~

~~22 What is the current basis for charging for sewerage and water services at the Land/Plot property?~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013~~

~~Question 1 Where relevant, please include a copy of an extract from the public sewer map~~

~~Answer A copy of an extract of the public sewer map is included, showing the public sewers, disposal mains and lateral drains in the vicinity of the property.~~

~~Question 2 Where relevant, please include a copy of an extract from the map of waterworks~~

~~Answer A copy of an extract of the map of waterworks is included, showing water mains, resource mains or discharge pipes in the vicinity of the property.~~

~~Question 3 Does foul water from the property drain to a public sewer?~~

~~Answer This enquiry appears to relate to a plot of land or a recently built property. It is recommended that drainage proposals are checked with the developer.~~

~~Question 4 Does surface water from the property drain to a public sewer?~~

~~Answer This enquiry appears to relate to a plot of land or a recently built property. It is recommended that drainage proposals are checked with the developer.~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013~~

~~Question 5 Is a surface water drainage charge payable?~~

~~Answer Records confirm that a surface water drainage charge is not payable for the property.~~

~~Question 6 Does the public sewer map indicate any public sewer, disposal main or lateral drain within the boundaries of the property?~~

~~Question 7 Does the public sewer map indicate any public sewer within 30.48 metres (100 feet) of any buildings within the property?~~

~~Question 8 Are any sewers or lateral drains serving or which are proposed to serve the property the subject of an existing adoption agreement or an application for such an agreement?~~

~~Answer Records confirm that sewers serving the development, of which the property forms part, are not the subject of an existing adoption agreement or an application for such an agreement.~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013~~

~~Question 9 Has a Sewerage Undertaker approved or been consulted about any plans to erect a building or extension on the property over or in the vicinity of a public sewer, disposal main or drain?~~

~~Question 10 Is any building within the property at risk of internal flooding due to overloaded public sewers?~~

~~Question 11 Please state the distance from the property to the nearest boundary of the nearest sewage treatment works~~

~~Answer The nearest sewage treatment works is 1.65 kilometres to the South of the property. The name of the sewage treatment works is CORBY STW (Anglian Water Services Ltd).~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013~~

~~Question 12 Is the property connected to mains water supply?~~

~~Answer This enquiry appears to relate to a plot of land or a recently built property. It is recommended that the water supply proposals are checked with the developer.~~

~~Question 13 Are there any water mains, resource mains or discharge pipes within the boundaries of the property?~~

~~Answer The map of waterworks does not indicate any water mains, resource mains or discharge pipes within the boundaries of the property.~~

~~Informative The boundary of the property has been determined by reference to the Ordnance Survey record.~~

~~Question 14 Is any water main or service pipe serving, or which is proposed to serve the property, the subject of an existing adoption agreement or an application for such an agreement?~~

~~Answer This enquiry appears to relate to a plot of land or a recently built property. It is recommended that water supply proposals are checked with the developer.~~

~~Informative This enquiry is of interest to purchasers of properties who will want to know whether or not the property will be linked to the mains water supply.~~

~~Question 15 Is the property at risk of receiving low water pressure or flow?~~

~~Answer Records confirm that the property is not recorded on a register kept by the water undertaker as being at risk of receiving low water pressure or flow.~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013~~

~~Question 16 Please include details of a water quality analysis made by the water undertaker for the water supply zone in respect of the most recent calendar year~~

~~Question 17 Please include details of any departures, authorised by the Secretary of State under Part 6 of the 2000 Regulations from the provisions of Part 3 of those Regulations.~~

~~Answer There are no such authorised departures for the water supply zone.~~

~~Question 18 Please include details of the location of any water meter serving the property~~

~~Answer Records indicate that this enquiry relates to a plot of land or recently built property. It is recommended that the charging proposals are checked with the developer.~~

~~Question 19 Who are the sewerage and water undertakers for the area?~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013~~

~~Question 20 Who bills the property for sewerage services?~~

~~Answer Records indicate that this enquiry relates to a plot of land or a recently built property. It is recommended that the charging proposals are checked with the developer.~~

~~Question 21 Who bills the property for water services?~~

~~Answer Records indicate that this enquiry relates to a plot of land or a recently built property. It is recommended that the charging proposals are checked with the developer.~~

~~Question 22 What is the current basis for charging for sewerage and water services at the property?~~

~~Answer Records indicate that this enquiry relates to a plot of land or a recently built property.~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013~~

~~Question 23 Is there any easement giving Anglian Water the right of access to defined assets located within the boundary of the property?~~

~~Answer Records indicate that the property is not subject to such an agreement.~~

~~As a general rule, easement widths are as follows:~~

~~Pipe Diameter Width or Strip Up to 149mm 4.5m 150 - 449mm 6.0m 450 - 749mm 9.0m 750 and above 12.0m~~

~~Question 24 Are there any trade effluent consents relating to this site/property~~

~~Answer Records indicate that there are no trade effluent consents relating to this site/property.~~

~~Ref:11114292 Site at Corby, Geodesys Commercial Drainage & Water Enquiry:B965132-1 Requested: 01 May 2013 Completed: 02 May 2013 APPENDIX 1 GENERAL INTERPRETATION~~

~~For more information, please contact us on: 0845 070 9109 www.geodesys.com CommDWTCs v 4 - April 2013~~

~~Ref:11114292 Site at Corby, Ordnance Survey Mapping © Crown Copyright 1000018507 Date: 01/05/13 Scale: 1:2500 Map Centre: 490897,290803 Title: B965132-1 Clean Water Plan A3~~

~~Title: B965132-1 Drinking Water Quality Report for the Desborough Public Water Supply Zone~~

~~Source: Your drinking water supply comes from a surface water source (either river or reservoir).~~

~~Hardness: Your drinking water supply is classified as hard. We've included the following information to help you set your domestic appliances, the hardness has been shown in different units below:~~

~~Calcium (mg/l) Calcium carbonate (mg/l) Degrees Clark (°C) Degrees French (°f) Degrees German (°dH) millimoles (mmol/l of Ca) 106 265 18.444 26.5 15.052 2.65~~

~~(mg/l = milligrammes per litre or the same as parts per million)~~

~~Fluoride: We don’t add fluoride to your drinking water supply, but there is naturally occurring fluoride present in all drinking water supplies.~~

~~Lead: If you live in a house built before 1970, you may have lead pipework. If you think you may have lead pipework, call our Lead Advice Line on 0845 070 3445 to arrange for a free lead test.~~

~~Parameter Programme of Work Completion Date Metaldehyde and total pesticides Catchment Management 31/03/2015~~

~~GLOSSARY~~

~~APPENDIX F – MicroDrainage Calculations~~

~~RMA Environmental Ltd Page 1 Suite 4 Swallow Court Devonshire Gate Tiverton EX16 7EJ Date 08/07/2015 12:47 Designed by BenLewis File Checked by Micro Drainage Source Control W.12.6~~

~~Summary of Results for 100 year Return Period (+20%)~~

~~Storm Max Max Max Max Status Event Level Depth Control Volume (m) (m) (l/s) (m³)~~

15 min Summer 9.880 0.680 417.4 645.9 Flood Risk 30 min Summer 9.891 0.691 424.7 657.7 Flood Risk 60 min Summer 9.868 0.668 409.4 632.8 Flood Risk 120 min Summer 9.797 0.597 362.2 557.2 Flood Risk 180 min Summer 9.735 0.535 320.5 492.9 Flood Risk 240 min Summer 9.687 0.487 287.8 443.3 O K 360 min Summer 9.616 0.416 240.5 372.7 O K 480 min Summer 9.567 0.367 207.6 324.8 O K 600 min Summer 9.530 0.330 183.3 289.6 O K 720 min Summer 9.501 0.301 164.7 262.8 O K 960 min Summer 9.453 0.253 134.0 218.3 O K 1440 min Summer 9.396 0.196 98.7 166.8 O K 2160 min Summer 9.350 0.150 71.4 126.6 O K 2880 min Summer 9.324 0.124 56.6 103.9 O K 4320 min Summer 9.293 0.093 39.8 77.5 O K 5760 min Summer 9.276 0.076 31.1 62.9 O K 7200 min Summer 9.265 0.065 25.6 53.5 O K 8640 min Summer 9.257 0.057 21.8 46.9 O K 10080 min Summer 9.251 0.051 19.0 41.9 O K 15 min Winter 9.952 0.752 465.0 725.6 Flood Risk 30 min Winter 9.952 0.752 465.4 726.2 Flood Risk 60 min Winter 9.903 0.703 433.0 671.8 Flood Risk 120 min Winter 9.795 0.595 360.8 555.0 Flood Risk Storm Rain Time-Peak Event (mm/hr) (mins)

15 min Summer 180.348 15 30 min Summer 106.126 23 60 min Summer 62.450 40 120 min Summer 36.749 72 180 min Summer 26.948 104 240 min Summer 21.625 134 360 min Summer 15.858 196 480 min Summer 12.725 256 600 min Summer 10.728 316 720 min Summer 9.332 376 960 min Summer 7.276 500 1440 min Summer 5.123 738 2160 min Summer 3.608 1104 2880 min Summer 2.813 1468 4320 min Summer 1.966 2200 5760 min Summer 1.524 2936 7200 min Summer 1.251 3648 8640 min Summer 1.065 4352 10080 min Summer 0.929 5056 15 min Winter 180.348 15 30 min Winter 106.126 24 60 min Winter 62.450 42 120 min Winter 36.749 76 ©1982-2011 Micro Drainage Ltd RMA Environmental Ltd Page 2 Suite 4 Swallow Court Devonshire Gate Tiverton EX16 7EJ Date 08/07/2015 12:47 Designed by BenLewis File Checked by Micro Drainage Source Control W.12.6

~~Summary of Results for 100 year Return Period (+20%)~~

~~Storm Max Max Max Max Status Event Level Depth Control Volume (m) (m) (l/s) (m³)~~

180 min Winter 9.713 0.513 305.3 469.7 Flood Risk 240 min Winter 9.652 0.452 264.3 408.1 O K 360 min Winter 9.569 0.369 209.3 327.4 O K 480 min Winter 9.516 0.316 174.2 276.5 O K 600 min Winter 9.478 0.278 149.9 241.4 O K 720 min Winter 9.450 0.250 132.1 215.7 O K 960 min Winter 9.406 0.206 104.5 175.6 O K 1440 min Winter 9.356 0.156 74.6 131.1 O K 2160 min Winter 9.318 0.118 53.0 98.1 O K 2880 min Winter 9.296 0.096 41.4 79.8 O K 4320 min Winter 9.272 0.072 29.1 59.4 O K 5760 min Winter 9.259 0.059 22.5 48.2 O K 7200 min Winter 9.250 0.050 18.6 41.0 O K 8640 min Winter 9.244 0.044 15.9 36.0 O K 10080 min Winter 9.240 0.040 13.9 32.3 O K Storm Rain Time-Peak Event (mm/hr) (mins)

180 min Winter 26.948 108 240 min Winter 21.625 140 360 min Winter 15.858 200 480 min Winter 12.725 262 600 min Winter 10.728 322 720 min Winter 9.332 382 960 min Winter 7.276 502 1440 min Winter 5.123 740 2160 min Winter 3.608 1104 2880 min Winter 2.813 1468 4320 min Winter 1.966 2204 5760 min Winter 1.524 2936 7200 min Winter 1.251 3640 8640 min Winter 1.065 4384 10080 min Winter 0.929 5104

©1982-2011 Micro Drainage Ltd RMA Environmental Ltd Page 3 Suite 4 Swallow Court Devonshire Gate Tiverton EX16 7EJ Date 08/07/2015 12:47 Designed by BenLewis File Checked by Micro Drainage Source Control W.12.6

~~Rainfall Details~~

Rainfall Model FEH Return Period (years) 100 Site Location GB 490800 290900 SP 90800 90900 C (1km) -0.025 D1 (1km) 0.350 D2 (1km) 0.250 D3 (1km) 0.231 E (1km) 0.305 F (1km) 2.549 Summer Storms Yes Winter Storms Yes Cv (Summer) 0.750 Cv (Winter) 0.840 Shortest Storm (mins) 15 Longest Storm (mins) 10080 Climate Change % +20

~~Time / Area Diagram~~

~~Total Area (ha) 2.500~~

~~Time Area (mins) (ha)~~

~~0-4 2.500~~

©1982-2011 Micro Drainage Ltd RMA Environmental Ltd Page 4 Suite 4 Swallow Court Devonshire Gate Tiverton EX16 7EJ Date 08/07/2015 12:47 Designed by BenLewis File Checked by Micro Drainage Source Control W.12.6

~~Model Details~~

~~Storage is Online Cover Level (m) 10.000~~

~~Tank or Pond Structure~~

~~Invert Level (m) 9.200~~

~~Depth (m) Area (m²) Depth (m) Area (m²) Depth (m) Area (m²) Depth (m) Area (m²)~~

0.000 810.0 2.800 0.0 5.600 0.0 8.400 0.0 0.400 975.0 3.200 0.0 6.000 0.0 8.800 0.0 0.800 1140.0 3.600 0.0 6.400 0.0 9.200 0.0 1.200 0.0 4.000 0.0 6.800 0.0 9.600 0.0 1.600 0.0 4.400 0.0 7.200 0.0 10.000 0.0 2.000 0.0 4.800 0.0 7.600 0.0 2.400 0.0 5.200 0.0 8.000 0.0

~~Hydro-Brake® Outflow Control~~

~~Design Head (m) 0.800 Hydro-Brake® Type Md8 Invert Level (m) 9.200 Design Flow (l/s) 496.7 Diameter (mm) 1078~~

~~Depth (m) Flow (l/s) Depth (m) Flow (l/s) Depth (m) Flow (l/s) Depth (m) Flow (l/s)~~

0.100 43.4 1.200 739.7 3.000 1283.2 7.000 1888.7 0.200 101.0 1.400 844.2 3.500 1372.8 7.500 1953.2 0.300 163.9 1.600 934.1 4.000 1455.8 8.000 2015.9 0.400 229.7 1.800 1007.0 4.500 1534.6 8.500 2077.0 0.500 296.7 2.000 1063.2 5.000 1610.3 9.000 2136.5 0.600 364.0 2.200 1113.7 5.500 1683.3 9.500 2194.5 0.800 496.6 2.400 1160.4 6.000 1753.9 1.000 622.9 2.600 1203.9 6.500 1822.3

©1982-2011 Micro Drainage Ltd RMA Environmental Ltd Page 5 Suite 4 Swallow Court Devonshire Gate Tiverton EX16 7EJ Date 08/07/2015 12:47 Designed by BenLewis File Checked by Micro Drainage Source Control W.12.6

~~Event: 30 min Winter~~

~~APPENDIX 13~~

~~SOILS, GEOLOGY AND CONTAMINATED LAND~~

~~APPENDIX 13.1 – ENVIRONMENTAL DATABASE~~

~~Envirocheck ® Report: Datasheet~~

Order Details: Order Number: 41611989_1_1 Customer Reference: 012-1178 National Grid Reference: 490910, 290830 Slice: A Site Area (Ha): 8.06 Search Buffer (m): 1000 Site Details: Willowbrook Industrial Estate Corby Northamptonshire

~~Client Details: Mr D Wells Earth and Marine Environmental The Plaza 100 Old Hall Street Liverpool L3 9QJ~~

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Contents~~

~~Report Section Page Number~~

~~Summary -~~

~~Agency & Hydrological 1~~

~~Waste 10~~

~~Hazardous Substances 20~~

~~Geological 21~~

~~Industrial Land Use 33~~

~~Sensitive Land Use 45~~

~~Data Currency 46~~

~~Data Suppliers 52~~

~~Useful Contacts 53~~

~~Introduction~~

The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client.

~~In the attached datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers.~~

~~Copyright Notice~~

© Landmark Information Group Limited 2012. The Copyright on the information and data and its format as contained in this Envirocheck® Report ("Report") is the property of Landmark Information Group Limited ("Landmark") and several other Data Providers, including (but not limited to) Ordnance Survey, British Geological Survey, the Environment Agency and Natural England, and must not be reproduced in whole or in part by photocopying or any other method. The Report is supplied under Landmark's Terms and Conditions accepted by the Customer. A copy of Landmark's Terms and Conditions can be found with the Index Map for this report. Additional copies of the Report may be obtained from Landmark, subject to Landmark's charges in force from time to time. The Copyright, design rights and any other intellectual rights shall remain the exclusive property of Landmark and /or other Data providers, whose Copyright material has been included in this Report.

~~Natural England Copyright Notice~~

Site of Special Scientific Interest, National Nature Reserve, Ramsar, Special Protection Area, Special Conservation Area, Marine Nature Reserve data (derived from Ordnance Survey 1:10000 raster) is provided by, and used with the permission of, Natural England who retain the copyright and Intellectual Property Rights for the data.

~~Ove Arup Copyright Notice~~

The Data provided in this report was obtained on Licence from Ove Arup & Partners Limited (for further information, contact [email protected]). No reproduction or further use of such Data is to be made without the prior written consent of Ove Arup & Partners Limited. The information and data supplied in the product are derived from publicly available records and other third party sources and neither Ove Arup & Partners nor Landmark warrant the accuracy or completeness of such information or data.

~~Peter Brett Associates Copyright Notice~~

The cavity data presented has been extracted from the PBA enhanced version of the original DEFRA national cavity databases. PBA/DEFRA retain the copyright & intellectual property rights in the data. Whilst all reasonable efforts are made to check that the information contained in the cavity databases is accurate we do not warrant that the data is complete or error free. The information is based upon our own researches and those collated from a number of external sources and is continually being augmented and updated by PBA. In no event shall PBA/DEFRA or Landmark be liable for any loss or damage including, without limitation, indirect or consequential loss or damage arising from the use of this data.

~~Radon Potential dataset Copyright Notice~~

~~Information supplied from a joint dataset compiled by The British Geological Survey and the Health Protection Agency.~~

~~Report Version v47.0~~

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Summary~~

~~Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Agency & Hydrological~~

~~Contaminated Land Register Entries and Notices~~

~~Discharge Consents pg 1 3 2~~

~~Enforcement and Prohibition Notices~~

~~Integrated Pollution Controls pg 2 1 2~~

~~Integrated Pollution Prevention And Control pg 2 4~~

~~Local Authority Integrated Pollution Prevention And Control pg 3 1~~

~~Local Authority Pollution Prevention and Controls pg 3 3 1 11~~

~~Local Authority Pollution Prevention and Control Enforcements~~

~~Nearest Surface Water Feature pg 6 Yes~~

~~Pollution Incidents to Controlled Waters pg 6 9~~

~~Prosecutions Relating to Authorised Processes pg 7 2~~

~~Prosecutions Relating to Controlled Waters~~

~~Registered Radioactive Substances~~

~~River Quality pg 8 1 1~~

~~River Quality Biology Sampling Points~~

~~River Quality Chemistry Sampling Points~~

~~Substantiated Pollution Incident Register pg 8 1 2~~

~~Water Abstractions pg 8 (*1)~~

~~Water Industry Act Referrals~~

~~Groundwater Vulnerability pg 8 Yes n/a n/a n/a~~

~~Bedrock Aquifer Designations pg 9 Yes n/a n/a n/a~~

~~Superficial Aquifer Designations n/a n/a n/a~~

~~Source Protection Zones~~

~~Extreme Flooding from Rivers or Sea without Defences pg 9 Yes n/a n/a~~

~~Flooding from Rivers or Sea without Defences pg 9 Yes n/a n/a~~

~~Areas Benefiting from Flood Defences n/a n/a~~

~~Flood Water Storage Areas n/a n/a~~

~~Flood Defences n/a n/a Waste~~

~~BGS Recorded Landfill Sites pg 10 1~~

~~Historical Landfill Sites pg 10 3 4 5~~

~~Integrated Pollution Control Registered Waste Sites~~

~~Licensed Waste Management Facilities (Landfill Boundaries) pg 12 1 1~~

~~Licensed Waste Management Facilities (Locations) pg 13 1 9~~

~~Local Authority Recorded Landfill Sites~~

~~Registered Landfill Sites pg 15 4 5~~

~~Registered Waste Transfer Sites~~

~~Registered Waste Treatment or Disposal Sites pg 18 1 4~~

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Summary~~

~~Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Hazardous Substances~~

~~Control of Major Accident Hazards Sites (COMAH) pg 20 1~~

~~Explosive Sites~~

~~Notification of Installations Handling Hazardous Substances (NIHHS) pg 20 1 1~~

~~Planning Hazardous Substance Consents pg 20 1~~

~~Planning Hazardous Substance Enforcements Geological~~

~~BGS 1:625,000 Solid Geology pg 21 Yes n/a n/a n/a~~

~~BGS Estimated Soil Chemistry pg 21 Yes Yes Yes Yes~~

~~BGS Recorded Mineral Sites pg 28 7~~

~~BGS Urban Soil Chemistry pg 29 Yes Yes Yes Yes~~

~~BGS Urban Soil Chemistry Averages pg 31 Yes~~

~~Brine Compensation Area n/a n/a n/a~~

~~Coal Mining Affected Areas n/a n/a n/a~~

~~Mining Instability n/a n/a n/a~~

~~Man-Made Mining Cavities~~

~~Natural Cavities~~

~~Non Coal Mining Areas of Great Britain n/a n/a~~

~~Potential for Collapsible Ground Stability Hazards pg 31 Yes n/a n/a~~

~~Potential for Compressible Ground Stability Hazards pg 31 Yes n/a n/a~~

~~Potential for Ground Dissolution Stability Hazards pg 32 Yes n/a n/a~~

~~Potential for Landslide Ground Stability Hazards pg 32 Yes n/a n/a~~

~~Potential for Running Sand Ground Stability Hazards pg 32 Yes n/a n/a~~

~~Potential for Shrinking or Swelling Clay Ground Stability Hazards pg 32 Yes n/a n/a~~

~~Radon Potential - Radon Affected Areas n/a n/a n/a~~

~~Radon Potential - Radon Protection Measures n/a n/a n/a Industrial Land Use~~

~~Contemporary Trade Directory Entries pg 33 35 8 78~~

~~Fuel Station Entries~~

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Summary~~

~~Page 501 to 1000m On Site 0 to 250m 251 to 500m Data Type Number (*up to 2000m) Sensitive Land Use~~

~~Areas of Adopted Green Belt~~

~~Areas of Unadopted Green Belt~~

~~Areas of Outstanding Natural Beauty~~

~~Environmentally Sensitive Areas~~

~~Forest Parks~~

~~Local Nature Reserves~~

~~Marine Nature Reserves~~

~~National Nature Reserves~~

~~National Parks~~

~~Nitrate Sensitive Areas~~

~~Nitrate Vulnerable Zones pg 45 1~~

~~Ramsar Sites~~

~~Sites of Special Scientific Interest~~

~~Special Areas of Conservation~~

~~Special Protection Areas~~

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Agency & Hydrological~~

~~Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site~~

Discharge Consents 1 Operator: British Steel Fao Mr R Murdoch A13NW 63 1 490650 Property Type: Undefined Or Other (W) 290850 Location: Corby Steel Works Authority: Environment Agency, Anglian Region Catchment Area: Willow Brook Reference: Pr5nf232 Permit Version: 1 Effective Date: 16th January 1963 Issued Date: 16th January 1963 Revocation Date: 24th March 1992 Discharge Type: Trade Discharge - Process Water Discharge Freshwater Stream/River Environment: Receiving Water: Willow Brook (Central Stream) Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 10m Discharge Consents 2 Operator: Corus Tubes A13NW 120 1 490600 Property Type: Undefined Or Other (W) 290820 Location: Corby Steel Works, Corby, Nn17 Authority: Environment Agency, Anglian Region Catchment Area: Willow Brook Reference: Pr5nf232 Permit Version: 1 Effective Date: 16th January 1963 Issued Date: 16th January 1963 Revocation Date: 24th March 1992 Discharge Type: Trade Effluent Discharge Freshwater Stream/River Environment: Receiving Water: Willow Brook (Central Stream) Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 10m Discharge Consents 2 Operator: British Steel Fao Mr R Murdoch A13NW 120 1 490600 Property Type: Undefined Or Other (W) 290820 Location: Corby Steel Works Authority: Environment Agency, Anglian Region Catchment Area: Willow Brook Reference: Pr5nf232 Permit Version: 1 Effective Date: 16th January 1963 Issued Date: 16th January 1963 Revocation Date: 24th March 1992 Discharge Type: Trade Effluent Discharge Freshwater Stream/River Environment: Receiving Water: Willow Brook (Central Stream) Status: Pre National Rivers Authority Legislation where issue date < 01/09/1989 Positional Accuracy: Located by supplier to within 10m Discharge Consents 3 Operator: Greatline Developments Ltd A17SW 737 1 490100 Property Type: Extraction Of Stone, Gravel Etc. (NW) 291300 Location: Deene Quarry, Gretton Brook Rd Entrance, Corby Authority: Environment Agency, Anglian Region Catchment Area: Willow Brook Reference: Prnnf09590 Permit Version: 1 Effective Date: 19th November 1993 Issued Date: 19th November 1993 Revocation Date: 23rd August 2006 Discharge Type: Trade Effluent Discharge-Site Drainage Discharge Freshwater Stream/River Environment: Receiving Water: Gretton Brook Status: Consent revoked: Discharge ceased (Water Resources Act 1991, Schedule 10 & 6) Positional Accuracy: Located by supplier to within 100m

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 1 of 53 Agency & Hydrological~~

~~Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site~~

Discharge Consents 4 Operator: Corby Borough Council A23SW 999 1 490602 Property Type: Domestic Property (Single) (N) 291909 Location: Gretton Brook Road Site, Gretton Brook Road, Corby, Northamptonshire, Nn17 4ba Authority: Environment Agency, Anglian Region Catchment Area: Willow Brook Reference: Npswqd005750 Permit Version: 1 Effective Date: 8th December 2008 Issued Date: 8th December 2008 Revocation Date: Not Supplied Discharge Type: Sewage Discharges - Final/Treated Effluent - Not Water Company Discharge Freshwater Stream/River Environment: Receiving Water: Gretton Brook Status: New Consent (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 10m Integrated Pollution Controls 5 Name: Fairline Boats Plc A14SW 477 1 491441 Location: Sallow Road, Weldon Industrial Estate, CORBY, Northamptonshire, NN17 5JX (SE) 290492 Authority: Environment Agency, Anglian Region Permit Reference: AP3401 Dated: 1st December 1994 Process Type: IPC new application Description: Not Given Status: Application referred to Local Authority for consideration Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 6 Name: Roquette Uk Ltd A10NW 975 1 491953 Location: Lammas Road, Weldon Industrial Estate, CORBY, Northamptonshire, NN17 (SE) 290376 5EX Authority: Environment Agency, Anglian Region Permit Reference: Bi6945 Dated: 21st December 2000 Process Type: IPC minor (non-substantial) variation to previous variation Description: 4.5 A (M) Inorganic Chemical processes within the Chemical Industry Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address Integrated Pollution Controls 6 Name: Roquette Uk Ltd A10NW 975 1 491953 Location: Lammas Road, Weldon Industrial Estate, CORBY, Northamptonshire, NN17 (SE) 290376 5EX Authority: Environment Agency, Anglian Region Permit Reference: AN8186 Dated: 14th November 1994 Process Type: IPC application for process that was regulated by HMIP for air releases under previous legislation Description: 4.5 A (M) Inorganic Chemical processes within the Chemical Industry Status: Authorisation superseded by a substantial or non substantial variationSuperseded Positional Accuracy: Automatically positioned to the address Integrated Pollution Prevention And Control 7 Name: Roquette (Corby) Limited A9NE 708 1 491613 Location: Sallow Road Food Factory (Corby), Sallow Road, CORBY, Northamptonshire, (SE) 290334 NN17 5JX Authority: Environment Agency, Anglian Region Permit Reference: FP3733HV Original Permit Ref: Bt3668ik Effective Date: 30th September 2010 Status: Effective Application Type: Variation App. Sub Type: Standard Positional Accuracy: Automatically positioned to the address Activity Code: 6.8 A(1) (D) (II) Activity Description: Animal, Vegetable & Food; Treating Etc. Vegetable Raw Materials For Food Greater Than 300T/Day Primary Activity: Y

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 2 of 53 Agency & Hydrological~~

~~Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site~~

Integrated Pollution Prevention And Control 7 Name: Roquette (Corby) Limited A9NE 708 1 491613 Location: 9-11 Sallow Road, Weldon North Industrial Estate, Corby, Northamptonshire, (SE) 290334 NN17 5JX Authority: Environment Agency, Anglian Region Permit Reference: Bt3668ik Original Permit Ref: Bt3668ik Effective Date: 2nd November 2005 Status: Superseded By Variation Application Type: Application App. Sub Type: New Positional Accuracy: Automatically positioned to the address Activity Code: 6.8 A(1) (D) (II) Activity Description: Animal, Vegetable & Food; Treating Etc. Vegetable Raw Materials For Food Greater Than 300T/Day Primary Activity: Y Integrated Pollution Prevention And Control 8 Name: Tata Steel Uk Ltd A3NE 934 1 491116 Location: Corby Tubeworks, Corus Tubes, Weldon Road,,, Corby, Northants, NN17 5UA (S) 289758 Authority: Environment Agency, Anglian Region Permit Reference: YP3736KD Original Permit Ref: Bs8788ie Effective Date: 11th March 2010 Status: Effective Application Type: Variation App. Sub Type: Simple Standard Variation Positional Accuracy: Manually positioned within the geographical locality Activity Code: 6.4 B (A) (II) Activity Description: Coating, Printing And Textiles; Metal Coatings (Greater Than 20T/A) Sprayed On Molten With Release To Air Primary Activity: N Activity Code: 6.4 B (A) (IV) Activity Description: Coating, Printing And Textiles; Using Solvents Greater Than 5T/12 Months (Unless 6.4 B (A) (III)) Primary Activity: Y Activity Code: 2.3 A(1) (A) Activity Description: Surface Treating Metals And Plastics; Electrolytic/Chemical Greater Than 30 Cubic Metres Primary Activity: N Activity Code: 2.1 A(1) (C) Activity Description: Ferrous Metals; Hot Rolling Greater Than 20T/Hr Primary Activity: N Activity Code: 1.1 A(1) (A) Activity Description: Combustion; Any Fuel Greater Or Equal To 50Mw Primary Activity: N Integrated Pollution Prevention And Control 9 Name: Storefield Plant Rushton Ltd A16SE 952 1 489894 Location: Gretton Bio-Diesel, Gretton Brook Road, Earlstrees Industrial Estate, Corby, (NW) 291378 Northamptonshire, NN17 4BA Authority: Environment Agency, Anglian Region Permit Reference: MP3738LZ Original Permit Ref: Mp3738lz Effective Date: 8th September 2006 Status: Effective Application Type: Application App. Sub Type: New Positional Accuracy: Manually positioned to the road within the address or location Activity Code: 4.1 A(1) (A) (II) Activity Description: Organic Chemicals; Oxygen Containing Compounds Eg Alcohols Primary Activity: Y Local Authority Integrated Pollution Prevention And Control 10 Name: Premier Galvanising A7SE 947 2 490312 Location: Davey Road, Corby, Northamptonshire, NN17 5XZ (SW) 289831 Authority: Corby Borough Council, Environmental Health Department Permit Reference: PA2-3 Dated: Not Supplied Process Type: Production and Processing of Metals Description: PG2/2 Status: Not Supplied Positional Accuracy: Manually positioned to the road within the address or location Local Authority Pollution Prevention and Controls 11 Name: Weldon Plant Ltd A13SE 119 2 491076 Location: Pywell Road, Willowbrook East Industrial Estate, Corby, Nn17 5xj (SE) 290628 Authority: Corby Borough Council, Environmental Health Department Permit Reference: P37 Dated: 25th April 2007 Process Type: Local Authority Pollution Prevention and Control Description: PG3/16 Mobile screening and crushing processes Status: Permitted Positional Accuracy: Manually positioned to the address or location

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 3 of 53 Agency & Hydrological~~

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Local Authority Pollution Prevention and Controls 12 Name: Benteler Automotive A8NW 178 2 490759 Location: Baird Road, Willowbrook North Industrial Estate, Corby, NN17 5BB (S) 290467 Authority: Corby Borough Council, Environmental Health Department Permit Reference: P31 Dated: 17th April 2008 Process Type: Local Authority Pollution Prevention and Control Description: PG6/23 Coating of metal and plastic Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 13 Name: Camden Corporate Fleet Services A13SW 235 2 490633 Location: Baird Road, Willowbrook North Industrial Estate, Corby, Northamptonshire, (SW) 290479 NN17 5AE Authority: Corby Borough Council, Environmental Health Department Permit Reference: P9/4 Dated: 10th September 1996 Process Type: Local Authority Air Pollution Control Description: PG6/34 Respraying of road vehicles Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 14 Name: Corby Polymex Ltd A14SW 276 2 491279 Location: Sondes Road, Willowbrook Industrial Estate, Corby, Nn17 5xl (SE) 290612 Authority: Corby Borough Council, Environmental Health Department Permit Reference: P33 Dated: 17th April 2008 Process Type: Local Authority Pollution Prevention and Control Description: PG6/17 Printing of flexible packaging Status: Permitted Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 15 Name: Fairline Boats A9NW 537 2 491479 Location: Sallow Road, Weldon Industrial Estate, Corby, Nn17 1jx (SE) 290440 Authority: Corby Borough Council, Environmental Health Department Permit Reference: P19/2 Dated: 28th October 1998 Process Type: Local Authority Air Pollution Control Description: PG4/2 Processes for the manufacture of fibre reinforced plastics Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 15 Name: Fairline Boats A9NW 537 2 491479 Location: Sallow Road, Weldon Industrial Estate, Corby, Nn17 1jx (SE) 290440 Authority: Corby Borough Council, Environmental Health Department Permit Reference: P22 Dated: 28th October 1998 Process Type: Local Authority Air Pollution Control Description: PG6/32 Adhesive coating Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 16 Name: Roquette Abr A9NW 598 2 491487 Location: Sallow Road, Weldon, CORBY, NN17 5JX (SE) 290352 Authority: Corby Borough Council, Environmental Health Department Permit Reference: P1(Es/Ww/Epa/030vr) Dated: 10th June 1999 Process Type: Local Authority Air Pollution Control Description: PG1/4 Gas turbines, 20-50 MW net rated thermal input Status: Authorised Positional Accuracy: Manually positioned to the road within the address or location Local Authority Pollution Prevention and Controls 17 Name: A B R Foods Ltd A9NW 629 2 491446 Location: 11 Sallow Road, Weldon North Industrial Estate, CORBY, Northamptonshire, (SE) 290269 NN17 5JX Authority: Corby Borough Council, Environmental Health Department Permit Reference: ES/EPA/wmw/030 Dated: 21st June 1998 Process Type: Local Authority Air Pollution Control Description: Part B - General Fuel and Power Process (No Specific Reference) Status: Authorisation has varied Positional Accuracy: Manually positioned to the address or location

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Local Authority Pollution Prevention and Controls 18 Name: Eurofleet A7NW 681 2 490225 Location: Arwright Road, Corby, NN17 5AE (SW) 290283 Authority: Corby Borough Council, Environmental Health Department Permit Reference: Not Supplied Dated: 20th March 2001 Process Type: Local Authority Air Pollution Control Description: PG6/34 Respraying of road vehicles Status: Authorised Positional Accuracy: Manually positioned to the road within the address or location Local Authority Pollution Prevention and Controls 19 Name: Corus A8SE 697 2 490997 Location: Corby Works, PO Box 101, Weldon Road, CORBY, Northamptonshire, NN17 (S) 289969 5UA Authority: Corby Borough Council, Environmental Health Department Permit Reference: Es/Epa/Dj/021 Dated: 12th December 1995 Process Type: Local Authority Air Pollution Control Description: PG6/42 Bitumen and tar processes Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 19 Name: Corus A8SE 697 2 490997 Location: Corby Works, PO Box 101, Weldon Road, CORBY, Northamptonshire, NN17 (S) 289969 5UA Authority: Corby Borough Council, Environmental Health Department Permit Reference: Es/Epa/Dj/017 Dated: 24th April 1994 Process Type: Local Authority Air Pollution Control Description: PG6/23 Coating of metal and plastic Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 19 Name: Corus A8SE 697 2 490997 Location: Corby Works, PO Box 101, Weldon Road, CORBY, Northamptonshire, NN17 (S) 289969 5UA Authority: Corby Borough Council, Environmental Health Department Permit Reference: Es/Epa/Dj/014 Dated: 8th October 1993 Process Type: Local Authority Air Pollution Control Description: PG2/2 Hot dip galvanising processes Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 20 Name: The Concrete Company A7SE 892 2 490396 Location: Davey Road, CORBY, Northamptonshire, NN18 5XX (SW) 289846 Authority: Corby Borough Council, Environmental Health Department Permit Reference: P4.2 Dated: 3rd September 1998 Process Type: Local Authority Air Pollution Control Description: PG3/1Blending, packing, loading and use of bulk cement Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 21 Name: Premier Galvanising A7SE 947 2 490312 Location: Davey Road, Willowbrook East Industrial Estate, CORBY, Northamptonshire, (SW) 289831 NN17 5XZ Authority: Corby Borough Council, Environmental Health Department Permit Reference: PA2-3 Dated: 8th June 2002 Process Type: Local Authority Air Pollution Control Description: PG2/2 Hot dip galvanising processes Status: Transferred to LAIPPC Positional Accuracy: Manually positioned to the road within the address or location Local Authority Pollution Prevention and Controls 22 Name: Roquette (Corby) Ltd A10NW 978 2 491953 Location: Lammas Road, Weldon Industrial Estate, CORBY, Northamptonshire, NN17 (SE) 290371 5EX Authority: Corby Borough Council, Environmental Health Department Permit Reference: AF0733 Dated: 1st April 1992 Process Type: Application under SI 318, 1989 The Control of Industrial Air Pollution (Registration of Works) Regulations 1989 Description: Processes registered under S. 9 of the Alkali Act 1906 and S. 5 of the Health & Safety at Work Act 1974 Status: Authorisation revokedRevoked Positional Accuracy: Automatically positioned to the address

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Nearest Surface Water Feature A13NW 0 - 490816 (NW) 290916 Pollution Incidents to Controlled Waters 23 Property Type: Not Given A12NW 715 1 490001 Location: Kettering District (W) 291001 Authority: Environment Agency, Anglian Region Pollutant: Unknown Note: Ground Incident Date: 19th June 1992 Incident Reference: 1374 Catchment Area: Not Given Receiving Water: Groundwater Cause of Incident: Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 24 Property Type: Not Given A17NE 741 1 490300 Location: Kettering District (NW) 291500 Authority: Environment Agency, Anglian Region Pollutant: Unknown Note: Gretton Brook Incident Date: 7th July 1993 Incident Reference: 1715 Catchment Area: Not Given Receiving Water: Freshwater Stream/River Cause of Incident: Unknown Incident Severity: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 25 Property Type: Water Company Sewage: Foul Sewer A7NW 748 1 490200 Location: Kettering District (SW) 290200 Authority: Environment Agency, Anglian Region Pollutant: Crude Sewage Note: Bugbrooke Brook Incident Date: 22nd March 1998 Incident Reference: 3303 Catchment Area: Not Given Receiving Water: Freshwater Stream/River Cause of Incident: Blocked Sewer Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 26 Property Type: Not Given A19NE 826 1 491700 Location: Kettering District (NE) 291500 Authority: Environment Agency, Anglian Region Pollutant: Unknown Note: Willoe Bk; Northern Stream Incident Date: 23rd January 1993 Incident Reference: 1543 Catchment Area: Not Given Receiving Water: Freshwater Stream/River Cause of Incident: Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 27 Property Type: Food industry A7NW 835 1 490001 Location: Kettering District (SW) 290401 Authority: Environment Agency, Anglian Region Pollutant: Organic Wastes: Milk Note: Willow Bk; Northern Stream Incident Date: 24th July 1995 Incident Reference: 2420 Catchment Area: Not Given Receiving Water: Freshwater Stream/River Cause of Incident: Leaking Tank Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m

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Pollution Incidents to Controlled Waters 28 Property Type: Engineering A9SE 936 1 491601 Location: Kettering District (SE) 290001 Authority: Environment Agency, Anglian Region Pollutant: Chemicals - Other Organic Note: Weldon Nooth Lagoon Incident Date: 29th October 1997 Incident Reference: 3190 Catchment Area: Not Given Receiving Water: Freshwater Stream/River Cause of Incident: Accidental Spillage/Leakage Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 29 Property Type: Not Given A23SW 987 1 490600 Location: Kettering District (N) 291895 Authority: Environment Agency, Anglian Region Pollutant: Unknown Note: Gretton Brook Incident Date: 9th February 1993 Incident Reference: 1559 Catchment Area: Not Given Receiving Water: Freshwater Stream/River Cause of Incident: Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 29 Property Type: Not Given A23SW 991 1 490600 Location: Kettering District (N) 291900 Authority: Environment Agency, Anglian Region Pollutant: Unknown Note: Gretton Brook Incident Date: 4th November 1992 Incident Reference: 1494 Catchment Area: Not Given Receiving Water: Freshwater Stream/River Cause of Incident: Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 30 Property Type: Not Given A16SE 998 1 489800 Location: Kettering District (NW) 291300 Authority: Environment Agency, Anglian Region Pollutant: Unknown Note: Gretton Brook Incident Date: 3rd February 1992 Incident Reference: 1252 Catchment Area: Not Given Receiving Water: Freshwater Stream/River Cause of Incident: Unknown Incident Severity: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 100m Prosecutions Relating to Authorised Processes 31 Location: Land At Weldon Lodge, Gretton Road, Corby A19SE 738 1 491744 Prosecution Text: Dumping piles of vehicle bumpers on land without a WML (NE) 291258 Prosecution Act: Epa90 S33 Hearing Date: 1st August 2009 Verdict: Guilty Fine: 0 Costs: 500 Positional Accuracy: Manually positioned to the address or location Prosecutions Relating to Authorised Processes 31 Location: Weldon Lodge, Gretton Road, Corby A19SE 772 1 491768 Prosecution Text: Storing waste and tyres on land without a WML (NE) 291286 Prosecution Act: Epa90 S34(1)(B) & (6) Hearing Date: 1st February 2009 Verdict: Guilty Fine: 2000 Costs: 3869 Positional Accuracy: Manually positioned within the geographical locality

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River Quality Name: Northern Strm A13NW 0 1 490869 GQA Grade: River Quality F (NW) 290883 Reach: Headwaters...Deene Lake (3) Estimated Distance 2 (km): Flow Rate: Flow less than 0.31 cumecs Flow Type: River Year: 2000 River Quality Name: Northern Strm A12SE 367 1 490369 GQA Grade: River Quality C (W) 290732 Reach: Headwaters...Deene Lake (2) Estimated Distance 1.5 (km): Flow Rate: Flow less than 0.31 cumecs Flow Type: River Year: 2000 Substantiated Pollution Incident Register 32 Authority: Environment Agency - Anglian Region, Northern Area A13SE 58 1 491092 Incident Date: 20th March 2012 (E) 290775 Incident Reference: 972082 Water Impact: Category 2 - Significant Incident Air Impact: Category 3 - Minor Incident Land Impact: Category 4 - No Impact Positional Accuracy: Located by supplier to within 10m Pollutant: Organic Chemicals : Adhesives / Sealants Substantiated Pollution Incident Register 33 Authority: Environment Agency - Anglian Region, Northern Area A14NE 573 1 491656 Incident Date: 8th May 2008 (E) 291039 Incident Reference: 586747 Water Impact: Category 4 - No Impact Air Impact: Category 3 - Minor Incident Land Impact: Category 2 - Significant Incident Positional Accuracy: Located by supplier to within 10m Pollutant: Atmospheric Pollutants And Effects: Smoke Pollutant: General Biodegradable : Other Pollutant: Inert : Construction / Demolition Material Pollutant: Oils - Unknown Pollutant: Specific Waste Materials: Tyres Pollutant: Specific Waste Materials: Vehicles And Vehicle Parts Substantiated Pollution Incident Register 34 Authority: Environment Agency - Anglian Region, Northern Area A12SW 779 1 490027 Incident Date: 21st August 2003 (W) 290484 Incident Reference: 184025 Water Impact: Category 2 - Significant Incident Air Impact: Category 4 - No Impact Land Impact: Category 4 - No Impact Positional Accuracy: Located by supplier to within 10m Pollutant: General Biodegradable Materials And Wastes: Food And Drink Water Abstractions Operator: British Steel Corporation (S) 1764 1 491100 Licence Number: 5/32/08/*s/033 288900 Permit Version: Not Supplied Location: Willow Brook, Weldon Grange, WELDON Authority: Environment Agency, Anglian Region Abstraction: Cooling Abstraction Type: Not Supplied Source: Stream Daily Rate (m3): 70 Yearly Rate (m3): 345000 Details: Status: Revoked Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Manually corrected supplier location Groundwater Vulnerability Soil Classification: Soils of High Leaching Potential (U) - Soil information for restored mineral A13NW 0 1 490905 workings and urban areas is based on fewer observations than elsewhere. A (NE) 290825 worst case vulnerability classification (H) assumed, until proved otherwise Map Sheet: Sheet 24 North Northamptonshire Scale: 1:100,000 Drift Deposits None

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Bedrock Aquifer Designations Aquifer Desination: Secondary Aquifer - A A13NW 0 3 490905 (NE) 290825 Superficial Aquifer Designations No Data Available Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A13NW 19 1 490805 Flood Plain Type: Fluvial Models (NW) 290939 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A13NW 47 1 490662 Flood Plain Type: Fluvial Models (W) 290862 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A13NW 104 1 490603 Flood Plain Type: Fluvial Models (W) 290862 Boundary Accuracy: As Supplied Extreme Flooding from Rivers or Sea without Defences Type: Extent of Extreme Flooding from Rivers or Sea without Defences A13NE 113 1 491134 Flood Plain Type: Fluvial Models (NE) 291062 Boundary Accuracy: As Supplied Flooding from Rivers or Sea without Defences Type: Extent of Flooding from Rivers or Sea without Defences A13NW 19 1 490805 Flood Plain Type: Fluvial Models (NW) 290939 Boundary Accuracy: As Supplied Flooding from Rivers or Sea without Defences Type: Extent of Flooding from Rivers or Sea without Defences A13NW 53 1 490656 Flood Plain Type: Fluvial Models (W) 290862 Boundary Accuracy: As Supplied Flooding from Rivers or Sea without Defences Type: Extent of Flooding from Rivers or Sea without Defences A13NW 104 1 490603 Flood Plain Type: Fluvial Models (W) 290862 Boundary Accuracy: As Supplied Flooding from Rivers or Sea without Defences Type: Extent of Flooding from Rivers or Sea without Defences A13NE 113 1 491134 Flood Plain Type: Fluvial Models (NE) 291062 Boundary Accuracy: As Supplied Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences None

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BGS Recorded Landfill Sites 35 Site Name: British Steel Corp A13NW 8 3 490859 Location: Gretton Brook Road, Deene, CORBY, Northamptonshire (N) 290946 Authority: British Geological Survey, National Geoscience Information Service Ground Water: Threat to ground water Surface Water: Threat to surface water Geology: N/A Positional Accuracy: Positioned by the supplier Boundary Accuracy: Moderate Historical Landfill Sites 36 Licence Holder: British Steel Corporation A13NW 8 1 490859 Location: Gretton Brook Road, Deene, Corby, Northamptonshire (N) 290946 Name: British Steel Corporation Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD31130 First Input Date: 31st December 1950 Last Input Date: 28th February 1986 Specified Waste Deposited Waste included Inert and Industrial Waste Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0080 BGS Ref: 469 Other Ref: C/004 Historical Landfill Sites 37 Licence Holder: BSC Corby A13NW 25 1 490801 Location: Corby, Northamptonshire (NW) 290940 Name: Candy Filter Sludge Ponds Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02019 First Input Date: 1st March 1984 Last Input Date: Not Supplied Specified Waste Deposited Waste included Special Waste and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0081 BGS Ref: Not Supplied Other Ref: C/77/003 Historical Landfill Sites 38 Licence Holder: BSC Corby A13NW 108 1 490598 Location: Corby, Northamptonshire (W) 290867 Name: Candy Filter Sludge Ponds Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02018 First Input Date: 1st March 1984 Last Input Date: Not Supplied Specified Waste Deposited Waste included Special Waste and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0081 BGS Ref: Not Supplied Other Ref: C/77/003 Historical Landfill Sites 39 Licence Holder: BSC Corby A12NE 262 1 490449 Location: Corby, Northamptonshire (W) 290830 Name: Candy Filter Sludge Ponds Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02017 First Input Date: 1st March 1984 Last Input Date: Not Supplied Specified Waste Deposited Waste included Special Waste and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0081 BGS Ref: Not Supplied Other Ref: C/77/003

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Historical Landfill Sites 40 Licence Holder: BSC Corby A18SW 440 1 490598 Location: Off Gretton Brook Road, Corby, Northamptonshire (NW) 291309 Name: Candy Filter Sludge Ponds Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02030 First Input Date: 1st March 1984 Last Input Date: Not Supplied Specified Waste Deposited Waste included Special Waste and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0081 BGS Ref: Not Supplied Other Ref: C3E, C20, C3C, C3d, C/77/003 Historical Landfill Sites 41 Licence Holder: BSC Corby A12SE 453 1 490326 Location: Corby, Northamptonshire (W) 290612 Name: Candy Filter Sludge Ponds Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02021 First Input Date: 1st March 1984 Last Input Date: Not Supplied Specified Waste Deposited Waste included Special Waste and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0081 BGS Ref: Not Supplied Other Ref: C/77/003 Historical Landfill Sites 42 Licence Holder: British Steel Corporation A18SW 494 1 490638 Location: Gretton Road (NW) 291378 Name: Refractory Tip Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02031 First Input Date: 31st December 1980 Last Input Date: 28th February 1986 Specified Waste Deposited Waste included Inert and Industrial Waste Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0080 BGS Ref: Not Supplied Other Ref: C/004 Historical Landfill Sites 43 Licence Holder: British Steel Corporation A14SE 536 1 491633 Location: Birchington Road (E) 290741 Name: North East Materials Stockyard Operator Location: Tubes Division, Po Box 101, Weldon Road, Corby Boundary Accuracy: As Supplied Provider Reference: EAHLD02022 First Input Date: 27th January 1987 Last Input Date: 31st December 1990 Specified Waste Deposited Waste included Inert Waste and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0067 BGS Ref: Not Supplied Other Ref: C4a, C/021 Historical Landfill Sites 44 Licence Holder: British Steel Corporation A14SE 537 1 491633 Location: Gretton Road West (E) 290741 Name: Refractory Tip Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02023 First Input Date: 31st December 1980 Last Input Date: 28th February 1986 Specified Waste Deposited Waste included Inert and Industrial Waste, and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0080 BGS Ref: Not Supplied Other Ref: C/004

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Historical Landfill Sites 45 Licence Holder: BSC Corby A12SW 543 1 490185 Location: Corby, Northamptonshire (W) 290724 Name: Candy Filter Sludge Ponds Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02016 First Input Date: 1st March 1984 Last Input Date: Not Supplied Specified Waste Deposited Waste included Inert and Special Waste, and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0081 BGS Ref: Not Supplied Other Ref: C/77/003 Historical Landfill Sites 46 Licence Holder: British Steel Corporation A12NW 609 1 490104 Location: North Bank Of North Brook, Lagoon Site, Corby (W) 290980 Name: BSC North Brook Lagoons Operator Location: Tubes Division, Po Box 101, Weldon Road, Corby Boundary Accuracy: As Supplied Provider Reference: EAHLD02020 First Input Date: 31st December 1984 Last Input Date: Not Supplied Specified Waste Deposited Waste included Industrial and Special Waste, and Liquid Sludge Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0061 BGS Ref: Not Supplied Other Ref: C/018 Historical Landfill Sites 47 Licence Holder: Midland Oak A14SE 745 1 491748 Location: Steel Road, Weldon (E) 290483 Name: Railway Cutting Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD02024 First Input Date: 31st December 1980 Last Input Date: 31st December 1981 Specified Waste Deposited Waste included Inert Waste Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 2800/0079 BGS Ref: Not Supplied Other Ref: C/006 Licensed Waste Management Facilities (Landfill Boundaries) 48 Name: North Brook Landfill Site A13NW 0 1 490865 Licence Number: 70559 (NW) 290908 Location: British Steel Corporation, North Bank Of North Brook, Corby, Northants, NN17 4AP Licence Holder: Tata Steel Uk Ltd Authority: Environment Agency - Anglian Region, Northern Area Site Category: Industrial Waste Landfills Max Input Rate: Not Supplied Licence Status: Closure Issued 30th November 1984 Positional Accuracy: Positioned by the supplier Boundary Accuracy: As Supplied Licensed Waste Management Facilities (Landfill Boundaries) 49 Name: C D C Deene Quarry A13NW 142 1 490870 Licence Number: 70561 (N) 291096 Location: Corby Borough Council, Deene Quarry, Corby, Northants, NN17 3AS Licence Holder: Corby Borough Council Authority: Environment Agency - Anglian Region, Northern Area Site Category: Household, Commercial And Industrial Waste Landfills Max Input Rate: Not Supplied Licence Status: Closure Issued 9th April 1987 Positional Accuracy: Positioned by the supplier Boundary Accuracy: As Supplied

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Licensed Waste Management Facilities (Locations) 50 Licence Number: 103555 A7NE 484 1 490379 Location: Corby Metal Recycling, Arkwright Road, Corby, Northamptonshire, NN17 5AE (SW) 290409 Operator Name: Peterborough Metal Recycling Ltd Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Metal Recycling Sites (Mixed) Licence Status: Issued Issued: 28th March 2012 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Licensed Waste Management Facilities (Locations) 51 Licence Number: 70561 A18NE 524 1 491000 Location: Deene Quarry, Corby, Northamptonshire, NN17 3AS (N) 291500 Operator Name: Corby Borough Council Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Household, Commercial And Industrial Waste Landfills Licence Status: Closed Issued: 9th April 1987 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 100m Licensed Waste Management Facilities (Locations) 52 Licence Number: 70559 A12SW 632 1 490100 Location: North Bank Of North Brook, Corby, Northamptonshire, NN17 4AP (W) 290700 Operator Name: Tata Steel Uk Ltd Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Industrial Waste Landfills Licence Status: Closed Issued: 30th November 1984 Last Modified: 13th March 2009 Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 100m Licensed Waste Management Facilities (Locations) 53 Licence Number: 73057 A7SE 708 1 490500 Location: Darwin Road, Corby, Northamptonshire, NN17 5XZ (SW) 290000 Operator Name: Envirotank ( Corby ) Ltd Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Physico-chemical Treatment Facilities Licence Status: Expired Issued: 4th February 1993 Last Modified: Not Supplied Expires: 1st April 1993 Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 100m Licensed Waste Management Facilities (Locations) 54 Licence Number: 104300 A9NW 712 1 491515 Location: Unit 6b, Sallow Road, Weldon North Ind Est, Corby, Northtants, NN17 5JX (SE) 290219 Operator Name: Nix Andrew Brian Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Vehicle Depollution Facility <5000 tps Licence Status: Issued Issued: 13th June 2012 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m

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Licensed Waste Management Facilities (Locations) 55 Licence Number: 70560 A12NW 716 1 490000 Location: North Bank Of North Brook (lagoons), Steel Road, Corby, Northamptonshire, (W) 291000 NN17 5ZN Operator Name: Corus U K Ltd Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Lagoons Licence Status: Surrendered Issued: 12th December 1984 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: 9th November 2010 IPPC Reference: Not Supplied Positional Accuracy: Approximate location provided by supplier Licensed Waste Management Facilities (Locations) 56 Licence Number: 100383 A9NE 891 1 491690 Location: 1 Hunters Road, Weldon North Ind Est, Corby, Northamptonshire, NN17 5JE (SE) 290140 Operator Name: Murfitts Industries Ltd Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Household, Commercial And Industrial Transfer Stations Licence Status: Issued Issued: 30th June 2009 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Licensed Waste Management Facilities (Locations) 57 Licence Number: 73044 A11NE 906 1 489800 Location: Princewood Road, Corby, Northamptonshire, NN17 4AP (W) 290900 Operator Name: Northampton County Council Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfills Taking Non-biodegradeable Wastes (Not Construction) Licence Status: Closed Issued: 4th December 1992 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 100m Licensed Waste Management Facilities (Locations) 58 Licence Number: 73016 A16SE 960 1 489800 Location: Mitchell Road, Corby, Northamptonshire, NN17 5AF (W) 291200 Operator Name: Universal Salvage Plc Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Metal Recycling Sites (Vehicle Dismantlers) Licence Status: Surrendered Issued: 29th December 1999 Last Modified: 3rd December 2003 Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: 6th February 2006 IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 100m

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Licensed Waste Management Facilities (Locations) 59 Licence Number: 100287 A9SE 965 1 491764 Location: 1 Hunters Road, Weldon Ind Est, Corby, Northamptonshire, NN17 5JE (SE) 290112 Operator Name: Ceva Logistics Ltd Operator Location: Not Supplied Authority: Environment Agency - Anglian Region, Northern Area Site Category: Household, Commercial And Industrial Transfer Stations Licence Status: Modified Issued: 18th July 2008 Last Modified: 24th October 2008 Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: Not Supplied IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Local Authority Landfill Coverage Name: Northamptonshire County Council 0 9 490905 - Has supplied landfill data 290825 Local Authority Landfill Coverage Name: Corby Borough Council 0 5 490905 - Has no landfill data to supply 290825 Local Authority Landfill Coverage Name: East Northamptonshire District Council 0 8 490876 - Landfill data has been supplied by another authority 290866 Registered Landfill Sites 60 Licence Holder: Corus U K Ltd T/A Corus Tubes A12NE 259 1 490451 Licence Reference: C/017 (W) 290833 Site Location: Bsc Landfill Site, North Bank Of Northbrook, Corby, Northamptonshire Licence Easting: Not Supplied Licence Northing: Not Supplied Operator Location: Po Box 10, Weldon Road, Corby, Northamptonshire, Nn17 1gd Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill Max Input Rate: Small (Equal to or greater than 10,000 and less than 25,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Status: Operational as far as is knownOperational Dated: 30th November 1984 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Accuracy: Good Authorised Waste Max.Waste Permitted By Licence Northamptonshire Category C * Northamptonshire Category D Northants/Lincs Category A * Northants/Lincs Category B * Prohibited Waste Asbestos Carcasses And Flesh Household Waste Special Wastes Registered Landfill Sites 61 Licence Holder: Corby D.C. A18SW 453 1 490800 Licence Reference: C/020 (N) 291400 Site Location: Deene Quarry, Gretton Brook Road, Corby, Northamptonshire Licence Easting: 490800 Licence Northing: 291400 Operator Location: Civic Centre, George Street, Corby, Northamptonshire Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill Max Input Rate: Large (Equal to or greater than 75,000 and less than 250,000 tonnes per year) Waste Source Waste produced/controlled by licence holder Restrictions: Status: Site Closed Dated: 1st May 1996 Preceded By C/020 Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Contaminated Material Max.Waste Permitted By Licence Northants Cat. A1 -Solid Inert (Soils) Prohibited Waste Waste N.O.S.

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Registered Landfill Sites 61 Licence Holder: Corby D.C. A18SW 453 1 490800 Licence Reference: C/020 (N) 291400 Site Location: Deene Quarry, Gretton Brook Road, Corby, Northamptonshire Licence Easting: 490800 Licence Northing: 291400 Operator Location: Civic Centre, George Street, Corby, Northamptonshire Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill Max Input Rate: Medium (Equal to or greater than 25,000 and less than 75,000 tonnes per year) Waste Source Waste produced/controlled by licence holder Restrictions: Status: Record supersededSuperseded Dated: 1st October 1992 Preceded By C/020 Licence: Superseded By C/020 Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Max.Waste Permitted By Licence Northants Cat. A1 -Solid Inert (Soils) Prohibited Waste Waste N.O.S. Registered Landfill Sites 61 Licence Holder: Corby D.C. A18SW 453 1 490800 Licence Reference: C/020 (N) 291400 Site Location: Deene Quarry, Gretton Brook Road, Corby, Northamptonshire Licence Easting: 490800 Licence Northing: 291400 Operator Location: Civic Centre, George Street, Corby, Northamptonshire Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill Max Input Rate: Undefined Waste Source Waste produced/controlled by licence holder Restrictions: Status: Record supersededSuperseded Dated: 9th April 1987 Preceded By Not Given Licence: Superseded By C/020 Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Contam'D Mat'L Ex Deene By-Prod. Plant Contaminated Mat'L Ex Toxic Ponds Area Northants Cat. A - Ex Steel-Works Only Prohibited Waste Aqueous Waste Oil Waste Registered Landfill Sites 62 Licence Holder: British Steel A17SE 560 1 490542 Licence Reference: C/004 (NW) 291416 Site Location: Dry Tip (Rail Haulage) & Refractory Tip, Corby Works, Corby, Northamptonshire Licence Easting: 490700 Licence Northing: 291500 Operator Location: Corby Works, Weldon Road, CORBY, Northamptonshire, NN17 1NA Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill Max Input Rate: Undefined Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 4th June 1980 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Accuracy: Moderate Authorised Waste Construction And Demolition Wastes Excavated Natural Materials $ Hardcore And Rubble Refractory Waste At Refractory Tip

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Registered Landfill Sites 63 Licence Holder: British Steel Corp. Tubes Div. A14SE 710 1 491800 Licence Reference: C/021 (E) 290700 Site Location: Birchington Road, Weldon (North) Industrial Estate, Corby, Northamptonshire Licence Easting: 491800 Licence Northing: 290700 Operator Location: PO Box 101, Weldon Road, CORBY, Northamptonshire, NN17 1GD Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill Max Input Rate: Undefined Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st January 1987 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Northants Cat. A -Sol.Inert * Registered Landfill Sites 64 Licence Holder: British Steel A14SE 732 1 491810 Licence Reference: C/004 (E) 290653 Site Location: North East Materials Stockyard, Sludge Tip, Corby, Northamptonshire Licence Easting: Not Supplied Licence Northing: Not Supplied Operator Location: Corby Works, Weldon Road, CORBY, Northamptonshire, NN17 1NA Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill Max Input Rate: Undefined Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 4th June 1980 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Accuracy: Moderate Authorised Waste Ex Settling Ponds Registered Landfill Sites 65 Licence Holder: British Steel A23SE 923 1 491002 Licence Reference: C/002 (N) 291899 Site Location: Gretton Road Gulley, East Of Corby Works, Corby, Northamptonshire Licence Easting: Not Supplied Licence Northing: Not Supplied Operator Location: Corby Works, Weldon Road, CORBY, Northamptonshire, NN17 1NA Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill Max Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source Only waste produced on site Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 4th June 1980 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Accuracy: Moderate Authorised Waste Household + Commercial Waste Incinerator Residues Sludge Wastes Waste Ex Ferro-Manganese Process

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Registered Landfill Sites 66 Licence Holder: Northants C.C. A9NE 926 1 491850 Licence Reference: C/006 (SE) 290300 Site Location: North West Of Larratt Road, Weldon, Corby, Northamptonshire Licence Easting: 491850 Licence Northing: 290300 Operator Location: Northampton House, NORTHAMPTON, Northamptonshire, NN1 2HZ Authority: Environment Agency - Anglian Region, Northern Area Site Category: Landfill - Railway cutting Max Input Rate: Undefined Waste Source No known restriction on source of waste Restrictions: Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 1st June 1980 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Accuracy: Not Applicable Authorised Waste Northants/Lincs Cat. A -Sol.Inert * Registered Waste Treatment or Disposal Sites 67 Licence Holder: British Steel A13NW 24 1 490796 Licence Reference: C/003 (NW) 290939 Site Location: Western Ponds, Corby Works, Corby, Northamptonshire Operator Location: Corby Works, Weldon Road, CORBY, Northamptonshire, NN17 1NA Authority: Environment Agency - Anglian Region, Northern Area Site Category: Storage - Lagoon Max Input Rate: Undefined Waste Source Only waste produced on site Restrictions: Licence Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 4th June 1980 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Quality: Good Authorised Waste Aliphatic Acids $ Aliphatic Hydrocarbons Alkali Metal Oxides/Hydroxides $ Aromatic Hydrocarbons Chromic Acid Fats, Waxes And Greases Ferrous Sulphate Fuel Oil Kerosene And Derv. Mineral Oils Oil/Water Mixtures Paint Waste $ Phenols, Analogues/Derivatives Proprietary Alkaline Cleaners Silt And Dredgings Sodium/Potassium Cyanides Sulphuric Acid Tank Cleaning Sludge $ Vegetable And Other Oils Water (Contaminated) Registered Waste Treatment or Disposal Sites 68 Licence Holder: Corus U K Ltd T/A Corus Tubes A12NW 564 1 490142 Licence Reference: C/018 (W) 290899 Site Location: Bsc Lagoons Site, North Bank Of Northbrook, Corby, Northamptonshire Operator Location: Po Box 10, Weldon Road, Corby, Northamptonshire, Nn17 1gd Authority: Environment Agency - Anglian Region, Northern Area Site Category: Storage - Lagoon Max Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Licence Status: Operational as far as is knownOperational Dated: 12th December 1984 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Quality: Good Authorised Waste Liquid Wastes Prohibited Waste Asbestos Special Wastes

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Registered Waste Treatment or Disposal Sites 69 Licence Holder: British Steel A12NW 666 1 490050 Licence Reference: C/003 (W) 291000 Site Location: Oil Separation Tanks & Pond, Corby Works, Corby, Northamptonshire Operator Location: Corby Works, Weldon Road, CORBY, Northamptonshire, NN17 1NA Authority: Environment Agency - Anglian Region, Northern Area Site Category: Storage - Lagoon Max Input Rate: Undefined Waste Source Only waste produced on site Restrictions: Licence Status: Licence lapsed/cancelled/defunct/not applicable/surrenderedCancelled Dated: 4th June 1980 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned to the address or location Boundary Quality: Not Supplied Authorised Waste Iron/Steel Manufacturing Wastes Registered Waste Treatment or Disposal Sites 70 Licence Holder: Envirotank (Corby) Ltd A7SE 708 1 490500 Licence Reference: C/031 (SW) 290000 Site Location: Darwin Road, Corby, Northamptonshire Operator Location: 40 Boroughgate, OTLEY, West Yorkshire, LS21 1AF Authority: Environment Agency - Anglian Region, Northern Area Site Category: Transfer - with treatment Max Input Rate: Medium (Equal to or greater than 25,000 and less than 75,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Licence Status: Site not yet started Dated: 4th February 1993 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Manually positioned within the geographical locality Boundary Quality: Not Supplied Authorised Waste Max.Storage In Licence Max.Waste Permitted By Licence Environment Agency Difficult Wastes (As In Wmp.26) must give specific authorisation for this waste to be acceptedWaste requires prior approval Northants Cat. D Difficult Waste Northants Cat. F - Prohibited At L/F Registered Waste Treatment or Disposal Sites 71 Licence Holder: Universal Salvage Plc A17SW 931 1 489907 Licence Reference: EAWML73016 (NW) 291358 Site Location: Mitchell Road, Phoenix Parkway, CORBY, Northamptonshire, NN17 5AF Operator Location: Acrey Fields, Woburn Road, WOOTTON, Bedfordshire, MK43 9EJ Authority: Environment Agency - Anglian Region, Northern Area Site Category: Scrapyard Max Input Rate: Small (Equal to or greater than 10,000 and less than 25,000 tonnes per year) Waste Source No known restriction on source of waste Restrictions: Licence Status: Operational as far as is knownOperational Dated: 29th December 1999 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Positioned by the supplier Boundary Quality: Good Authorised Waste Batteries Maximum Waste Permitted By Licence Metal Waste/Scrap Metal (As In Post'98 E.A.Lics And Equivalent To 23.00.00) Special Fluids Waste (As In Epa 1990:S62 Of 1996 Regs) Tyres Prohibited Waste Other Waste/Waste Not Otherwise Specified

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Control of Major Accident Hazards Sites (COMAH) 72 Name: Starion International A9NW 782 4 491579 Location: Unit 8, Baird Road, Willowsbrook Industrial Estate, CORBY, (SE) 290183 Northamptonshire, NN17 5JE Reference: Not Supplied Type: Lower Tier Status: Record Ceased To Be Supplied Under COMAH Regulations Positional Accuracy: Automatically positioned to postcode unit of the address Notification of Installations Handling Hazardous Substances (NIHHS) 73 Name: Starion International A8NW 257 4 490653 Location: Unit 8 Baird Road, Willowsbrook Ind Est, Corby, Nn17 5Je (SW) 290432 Status: Active Positional Accuracy: Manually positioned to the road within the address or location Notification of Installations Handling Hazardous Substances (NIHHS) 74 Name: Station International Limited A9NE 888 4 491758 Location: Hunters Road, Weldon North Industrial Estate, CORBY, Northamptonshire, (SE) 290228 NN17 5JE Status: Record Ceased To Be Supplied Under NIHHS Regulations (1982) Positional Accuracy: Manually positioned to the road within the address or location Planning Hazardous Substance Consents 75 Name: Persil Ltd A9NE 808 5 491596 Location: Hunters Road, Weldon, Northamptonshire, Nn17 (SE) 290164 Authority: Corby Borough Council, Plannning Department Application Ref: Co/92/C204/Hs Hazardous Liquefied extremely flammable gas (including LPG) and natural gas (whether Substance: liquefied or not) Maximum Quantity: 100 Application date: Not Supplied Decision: Deemed Consent GrantedGranted Positional Accuracy: Manually positioned to the road within the address or location

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BGS 1:625,000 Solid Geology Description: Inferior Oolite A13NW 0 3 490905 (NE) 290825 BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NW 0 6 490905 Soil Sample Type: Rural Soil (NE) 290825 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NE 0 6 491000 Soil Sample Type: Rural Soil (E) 290825 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NE 23 6 491000 Soil Sample Type: Rural Soil (NE) 291000 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13NW 24 6 490905 Soil Sample Type: Rural Soil (N) 291000 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 122 6 490941 Soil Sample Type: Rural Soil (S) 290533 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 160 6 491000 Soil Sample Type: Rural Soil (S) 290543 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SE 160 6 491000 Soil Sample Type: Rural Soil (S) 290543 Arsenic 45 - 60 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 120 - 180 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7NE 321 6 490569 Soil Sample Type: Rural Soil (SW) 290421 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7SE 602 6 490508 Soil Sample Type: Rural Soil (SW) 290115 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SE 628 6 490927 Soil Sample Type: Rural Soil (S) 290019 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7SE 629 6 490471 Soil Sample Type: Rural Soil (SW) 290105 Arsenic 35 - 45 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SW 639 6 490831 Soil Sample Type: Rural Soil (S) 290000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SW 640 6 490905 Soil Sample Type: Rural Soil (S) 290000 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7SE 648 6 490467 Soil Sample Type: Rural Soil (SW) 290086 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NW 651 6 491357 Soil Sample Type: Rural Soil (SE) 290174 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SE 662 6 491000 Soil Sample Type: Rural Soil (S) 290007 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SE 668 6 491000 Soil Sample Type: Rural Soil (S) 290000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SE 676 6 491025 Soil Sample Type: Rural Soil (S) 290000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19SE 694 6 491709 Soil Sample Type: Rural Soil (NE) 291227 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12NW 705 6 490000 Soil Sample Type: Rural Soil (W) 290825 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A12NW 716 6 490000 Soil Sample Type: Rural Soil (W) 291000 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19SE 726 6 491600 Soil Sample Type: Rural Soil (NE) 291462 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7SE 732 6 490449 Soil Sample Type: Rural Soil (SW) 290000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19SE 734 6 491598 Soil Sample Type: Rural Soil (NE) 291476 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7SE 759 6 490396 Soil Sample Type: Rural Soil (SW) 290000 Arsenic 35 - 45 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19SE 809 6 491717 Soil Sample Type: Rural Soil (NE) 291450 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7SE 812 6 490304 Soil Sample Type: Rural Soil (SW) 290000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SW 814 6 491368 Soil Sample Type: Rural Soil (SE) 289992 Arsenic 35 - 45 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19NE 816 6 491699 Soil Sample Type: Rural Soil (NE) 291485 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SW 818 6 491392 Soil Sample Type: Rural Soil (SE) 290000 Arsenic 35 - 45 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19SE 838 6 491751 Soil Sample Type: Rural Soil (NE) 291452 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19SE 838 6 491751 Soil Sample Type: Rural Soil (NE) 291452 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A17SW 870 6 489982 Soil Sample Type: Rural Soil (NW) 291363 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A17NE 888 6 490542 Soil Sample Type: Rural Soil (N) 291766 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19SE 889 6 491804 Soil Sample Type: Rural Soil (NE) 291465 Arsenic 25 - 35 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A15NW 891 6 492000 Soil Sample Type: Rural Soil (E) 290825 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 26 of 53 Geological~~

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19NE 894 6 491677 Soil Sample Type: Rural Soil (NE) 291624 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A15NW 901 6 492000 Soil Sample Type: Rural Soil (E) 291000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7NW 918 6 490000 Soil Sample Type: Rural Soil (SW) 290199 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A17NE 933 6 490508 Soil Sample Type: Rural Soil (N) 291800 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A19NE 956 6 491655 Soil Sample Type: Rural Soil (NE) 291725 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 27 of 53 Geological~~

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BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9SE 979 6 491669 Soil Sample Type: Rural Soil (SE) 290000 Arsenic 15 - 25 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 60 - 90 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 30 - 45 mg/kg Concentration:

BGS Estimated Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A23SW 989 6 490605 Soil Sample Type: Rural Soil (N) 291899 Arsenic 35 - 45 mg/kg Concentration: Cadmium <1.8 mg/kg Concentration: Chromium 90 - 120 mg/kg Concentration: Lead Concentration: <150 mg/kg Nickel 15 - 30 mg/kg Concentration:

BGS Recorded Mineral Sites 76 Site Name: Deene A18NE 524 3 491000 Location: , Corby, Corby, Northamptonshire (N) 291500 Source: British Geological Survey, National Geoscience Information Service Reference: 20650 Type: Opencast Status: Ceased Operator: Stewarts & Lloyds Minerals Ltd Operator Location: Stewarts & Lloyds Minerals Ltd, Corby, Northamptonshire Periodic Type: Jurassic Geology: Northampton Sand Formation (Northampton Sand Ironstone) Commodity: Iron Ore - Ironstone Positional Accuracy: Located by supplier to within 100m BGS Recorded Mineral Sites 77 Site Name: Great Excellent Quarries A12SW 534 3 490186 Location: , Rockingham, Corby, Northamptonshire (W) 290754 Source: British Geological Survey, National Geoscience Information Service Reference: 139291 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Unknown Operator Periodic Type: Jurassic Geology: Northampton Sand Formation Commodity: Iron Ore - Ironstone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 78 Site Name: Short Leys A14SE 594 3 491700 Location: , Corby, Corby, Northamptonshire (E) 290800 Source: British Geological Survey, National Geoscience Information Service Reference: 20652 Type: Opencast Status: Ceased Operator: Lloyds Ironstone Co Operator Location: Lloyds Ironstone Co Periodic Type: Jurassic Geology: Northampton Sand Formation (Northampton Sand Ironstone) Commodity: Iron Ore - Ironstone Positional Accuracy: Located by supplier to within 100m BGS Recorded Mineral Sites 79 Site Name: Great Excellent Quarries A12SW 643 3 490103 Location: , Rockingham, Corby, Northamptonshire (W) 290656 Source: British Geological Survey, National Geoscience Information Service Reference: 139289 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Unknown Operator Periodic Type: Jurassic Geology: Northampton Sand Formation Commodity: Iron Ore - Ironstone Positional Accuracy: Located by supplier to within 10m

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BGS Recorded Mineral Sites 80 Site Name: Great Excellent Quarries A12SW 673 3 490060 Location: , Rockingham, Corby, Northamptonshire (W) 290688 Source: British Geological Survey, National Geoscience Information Service Reference: 139292 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Unknown Operator Periodic Type: Jurassic Geology: Northampton Sand Formation Commodity: Iron Ore - Ironstone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 81 Site Name: Great Excellent Quarries A12SW 867 3 489910 Location: , Rockingham, Corby, Northamptonshire (W) 290535 Source: British Geological Survey, National Geoscience Information Service Reference: 139288 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Unknown Operator Periodic Type: Jurassic Geology: Northampton Sand Formation Commodity: Iron Ore - Ironstone Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 82 Site Name: Great Excellent Quarries A11SE 978 3 489813 Location: , Rockingham, Corby, Northamptonshire (W) 290478 Source: British Geological Survey, National Geoscience Information Service Reference: 139287 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Unknown Operator Periodic Type: Jurassic Geology: Northampton Sand Formation Commodity: Iron Ore - Ironstone Positional Accuracy: Located by supplier to within 10m BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A13SW 0 3 490820 Grid: 490820, 290660 (SW) 290660 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 21.00 mg/kg Concentration: Cadmium Measured 0.30 mg/kg Concentration: Chromium Measured 66.00 mg/kg Concentration: Lead Measured 159.00 mg/kg Concentration: Nickel Measured 25.00 mg/kg Concentration:

BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14SW 240 3 491270 Grid: 491270, 290680 (E) 290680 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 64.00 mg/kg Concentration: Cadmium Measured 0.30 mg/kg Concentration: Chromium Measured 233.00 mg/kg Concentration: Lead Measured 180.00 mg/kg Concentration: Nickel Measured 64.00 mg/kg Concentration:

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 29 of 53 Geological~~

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BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8NW 320 3 490830 Grid: 490830, 290320 (S) 290320 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 14.00 mg/kg Concentration: Cadmium Measured 0.30 mg/kg Concentration: Chromium Measured 88.00 mg/kg Concentration: Lead Measured 37.00 mg/kg Concentration: Nickel Measured 28.00 mg/kg Concentration:

BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A9NW 547 3 491460 Grid: 491460, 290400 (SE) 290400 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 19.00 mg/kg Concentration: Cadmium Measured 0.30 mg/kg Concentration: Chromium Measured 89.00 mg/kg Concentration: Lead Measured 37.00 mg/kg Concentration: Nickel Measured 33.00 mg/kg Concentration:

BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14NE 671 3 491780 Grid: 491780, 290850 (E) 290850 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 19.00 mg/kg Concentration: Cadmium Measured 0.30 mg/kg Concentration: Chromium Measured 84.00 mg/kg Concentration: Lead Measured 32.00 mg/kg Concentration: Nickel Measured 41.00 mg/kg Concentration:

BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A14NE 731 3 491840 Grid: 491840, 290880 (E) 290880 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 20.00 mg/kg Concentration: Cadmium Measured 0.30 mg/kg Concentration: Chromium Measured 91.00 mg/kg Concentration: Lead Measured 44.00 mg/kg Concentration: Nickel Measured 34.00 mg/kg Concentration:

BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A8SW 746 3 490700 Grid: 490700, 289900 (S) 289900 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 22.00 mg/kg Concentration: Cadmium Measured 0.30 mg/kg Concentration: Chromium Measured 95.00 mg/kg Concentration: Lead Measured 41.00 mg/kg Concentration: Nickel Measured 33.00 mg/kg Concentration:

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 30 of 53 Geological~~

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BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7NW 753 3 490180 Grid: 490180, 290220 (SW) 290220 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 20.00 mg/kg Concentration: Cadmium Measured 0.30 mg/kg Concentration: Chromium Measured 137.00 mg/kg Concentration: Lead Measured 43.00 mg/kg Concentration: Nickel Measured 38.00 mg/kg Concentration:

BGS Measured Urban Soil Chemistry Source: British Geological Survey, National Geoscience Information Service A7SE 918 3 490260 Grid: 490260, 289900 (SW) 289900 Soil Sample Type: Topsoil Sample Area: Corby Arsenic Measured 18.00 mg/kg Concentration: Cadmium Measured 0.80 mg/kg Concentration: Chromium Measured 103.00 mg/kg Concentration: Lead Measured 37.00 mg/kg Concentration: Nickel Measured 31.00 mg/kg Concentration:

BGS Urban Soil Chemistry Averages Source: British Geological Survey, National Geoscience Information Service A13NW 0 3 490905 Sample Area: Corby (NE) 290825 Count Id: 133 Arsenic Minimum 11.00 mg/kg Concentration: Arsenic Average 23.00 mg/kg Concentration: Arsenic Maximum 90.00 mg/kg Concentration: Cadmium Minimum 0.30 mg/kg Concentration: Cadmium Average 0.30 mg/kg Concentration: Cadmium Maximum 4.00 mg/kg Concentration: Chromium Minimum 56.00 mg/kg Concentration: Chromium Average 94.00 mg/kg Concentration: Chromium Maximum 233.00 mg/kg Concentration: Lead Minimum 18.00 mg/kg Concentration: Lead Average 49.00 mg/kg Concentration: Lead Maximum 438.00 mg/kg Concentration: Nickel Minimum 17.00 mg/kg Concentration: Nickel Average 32.00 mg/kg Concentration: Nickel Maximum 64.00 mg/kg Concentration:

Coal Mining Affected Areas In an area that might not be affected by coal mining Non Coal Mining Areas of Great Britain No Hazard Potential for Collapsible Ground Stability Hazards Hazard Potential: Very Low A13NW 0 3 490905 Source: British Geological Survey, National Geoscience Information Service (NE) 290825 Potential for Compressible Ground Stability Hazards Hazard Potential: Moderate A13NW 0 3 490905 Source: British Geological Survey, National Geoscience Information Service (NE) 290825

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Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13SE 121 3 490941 Source: British Geological Survey, National Geoscience Information Service (S) 290534 Potential for Ground Dissolution Stability Hazards Hazard Potential: Low A13SE 121 3 490941 Source: British Geological Survey, National Geoscience Information Service (S) 290534 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13NW 0 3 490905 Source: British Geological Survey, National Geoscience Information Service (NE) 290825 Potential for Running Sand Ground Stability Hazards Hazard Potential: Very Low A13NW 0 3 490905 Source: British Geological Survey, National Geoscience Information Service (NE) 290825 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13NW 0 3 490905 Source: British Geological Survey, National Geoscience Information Service (NE) 290825 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Low A13SE 121 3 490941 Source: British Geological Survey, National Geoscience Information Service (S) 290534 Radon Potential - Radon Protection Measures Protection Measure: No radon protective measures are necessary in the construction of new A13NW 0 3 490905 dwellings or extensions (NE) 290825 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Affected Areas Affected Area: The property is in a lower probability radon area, as less than 1% of homes A13NW 0 3 490905 are above the action level (NE) 290825 Source: British Geological Survey, National Geoscience Information Service

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Contemporary Trade Directory Entries 83 Name: Midland Hose Services Ltd A13SE 22 - 491057 Location: Unit N, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (E) 290769 Corby, Northamptonshire, NN17 5XH Classification: Hydraulic Equipment & Accessories - Sales & Service Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 83 Name: Cartell A13SE 23 - 491063 Location: Unit F, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (SE) 290752 Corby, Northamptonshire, NN17 5XH Classification: Adhesives, Glues & Sealants Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 83 Name: Cartell Uk Ltd A13SE 23 - 491063 Location: Unit F, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (SE) 290752 Corby, Northamptonshire, NN17 5XH Classification: Distribution Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 83 Name: Country Charm Ltd A13SE 43 - 491082 Location: Unit E,Harlow House,Shelton Rd, Willowbrook East Ind Est, Corby, (SE) 290742 Northamptonshire, NN17 5XH Classification: Ornamental Metalwork Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 83 Name: Jigsaw Racing Services A13SE 49 - 491087 Location: Unit G, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (E) 290763 Corby, Northamptonshire, NN17 5XH Classification: Classic Car Specialists Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 83 Name: Rockingham Manufacturing A13SE 49 - 491087 Location: Unit M, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (E) 290763 Corby, Northamptonshire, NN17 5XH Classification: Precision Engineers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 83 Name: Csm Light Haulage A13SE 49 - 491087 Location: Unit g,Harlow House,Shelton Rd, Willowbrook East Ind Est, Corby, (E) 290762 Northamptonshir, NN17 5XH Classification: Road Haulage Services Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 84 Name: Jaybee A13SE 23 - 491010 Location: 10, Pywell Court, Willowbrook East Industrial Estate, Corby, (SE) 290698 Northamptonshire, NN17 5WA Classification: Plastic Products - Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 84 Name: Chillied Packaging A13SE 28 - 490977 Location: Unit A, Bracknell House, Pywell Road, Willowbrook East Industrial Estate, (SE) 290678 Corby, Northamptonshire, NN17 5XJ Classification: Packaging & Wrapping Equipment & Supplies Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 84 Name: Oakley A13SE 55 - 491023 Location: Unit 6,Pywell Court, Willowbrook East Ind Est, Corby, Northamptonshire, (SE) 290668 NN17 5WA Classification: Industrial Services Status: Inactive Positional Accuracy: Manually positioned to the address or location

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Contemporary Trade Directory Entries 84 Name: Smartsign A13SE 70 - 491029 Location: 4-7, Pywell Court, Willowbrook East Industrial Estate, Corby, (SE) 290653 Northamptonshire, NN17 5WA Classification: Printers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 85 Name: Oak International Ltd A13SE 24 - 490922 Location: Basildon House, Pywell Road, Willowbrook East Industrial Estate, Corby, (S) 290658 Northamptonshire, NN17 5XJ Classification: Engineering Materials Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 86 Name: Corby Windows Ltd A13SW 33 - 490843 Location: Pywell Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (S) 290618 NN17 5XJ Classification: Window Frame Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 87 Name: Chrysalis Clothes Ltd A13SE 70 - 491104 Location: Unit L, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (E) 290788 Corby, Northamptonshire, NN17 5XH Classification: Clothing & Fabrics - Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 87 Name: Remchem Ltd A13SE 71 - 491119 Location: Unit K, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (E) 290793 Corby, Northamptonshire, NN17 5XH Classification: Commercial Cleaning Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 87 Name: Remchem A13SE 71 - 491119 Location: Unit K, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (E) 290793 Corby, Northamptonshire, NN17 5XH Classification: Commercial Cleaning Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 87 Name: Autogas Solutions A13SE 87 - 491124 Location: Unit J, Harlow House, Shelton Road, Willowbrook East Industrial Estate, (E) 290775 Corby, Northamptonshire, NN17 5XH Classification: Autogas Suppliers & Installers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 88 Name: Synergy Packaging Solutions Ltd A13SE 76 - 490998 Location: Bracknell House,Pywell Rd, Willowbrook East Ind Est, Corby, (SE) 290635 Northamptonshire, NN17 5XJ Classification: Packaging Materials Manufacturers & Suppliers Status: Active Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 88 Name: Jaycee Engineering (Corby) Ltd A13SE 95 - 491038 Location: 1, Pywell Court, Willowbrook East Industrial Estate, Corby, Northamptonshire, (SE) 290631 NN17 5WA Classification: Precision Engineers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 89 Name: Oakley Products Ltd A13SE 90 - 491089 Location: Unit E, Crawley House, Shelton Road, Willowbrook East Industrial Estate, (SE) 290674 Corby, Northamptonshire, NN17 5XH Classification: Ornamental Metalwork Status: Active Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 89 Name: Egg Box Graphics A13SE 90 - 491089 Location: Unit E,Crawley House,Shelton Rd, Willowbrook East Ind Est, Corby, (SE) 290674 Northamptonshire, NN17 5XH Classification: Digital Printing Status: Active Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 90 Name: N S (Uk) Ltd A13NE 92 - 491196 Location: Shelton Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (E) 290835 NN17 5XH Classification: Car Accessories Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 91 Name: Pluswipes Ltd A13SE 109 - 490970 Location: Pywell Rd, Willowbrook East Ind Est, Corby, Northamptonshire, NN17 5XJ (S) 290586 Classification: Cleaning Materials & Equipment Status: Active Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 92 Name: Adira Uk A13SE 111 - 491052 Location: Pywell Rd, Willowbrook East Ind Est, Corby, Northamptonshire, NN17 5XJ (SE) 290620 Classification: Sheet Metal Working Equipment & Supplies Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 93 Name: Brammer Uk Ltd A13SE 154 - 491193 Location: 1, Shelton Court, Corby, Northamptonshire, NN17 5YU (E) 290729 Classification: Engineering Materials Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 94 Name: Great British T-Shirt Co The A13SW 164 - 490888 Location: Pywell Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (S) 290494 NN17 5XJ Classification: Printers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 95 Name: C K P Acrylics Ltd A13SE 167 - 491219 Location: 3-4, Shelton Court, Corby, Northamptonshire, NN17 5YU (E) 290739 Classification: Plastic Products - Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 95 Name: Acrylic Fabrications A13SE 167 - 491219 Location: 3-4, Shelton Court, Corby, Northamptonshire, NN17 5YU (E) 290739 Classification: Plastic Products - Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 95 Name: Tyrep Ltd A13SE 176 - 491241 Location: Unit 7, Shelton Court, Corby, Northamptonshire, NN17 5YU (E) 290749 Classification: Tyre Repairs & Retreading Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 96 Name: Benteler Automotive (Uk) Ltd A8NW 180 - 490769 Location: Baird Road, Willowbrook North Industrial Estate, Corby, Northamptonshire, (S) 290463 NN17 5BB Classification: Car Component Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 97 Name: Keencut Ltd A13SW 202 - 490684 Location: Baird Road, Willowbrook North Industrial Estate, Corby, Northamptonshire, (SW) 290477 NN17 5ZA Classification: Cutting Tools & Machinery Status: Inactive Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 98 Name: Smartscan A13SE 230 - 491181 Location: Pywell Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (SE) 290568 NN17 5XJ Classification: Electronic Equipment - Manufacturers & Assemblers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 99 Name: Corby Mechanical Services Ltd A8NW 247 - 490704 Location: Unit 2, Baird Road, Willowbrook North Industrial Estate, Corby, (SW) 290414 Northamptonshire, NN17 5ZA Classification: Precision Engineers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 99 Name: Charles Walker Midlands Ltd A8NW 247 - 490704 Location: Unit 2, Baird Road, Willowbrook North Industrial Estate, Corby, (SW) 290414 Northamptonshire, NN17 5ZA Classification: Conveyors & Conveyor Belts Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 99 Name: Eazy Print A8NW 247 - 490704 Location: Unit 2, Baird Road, Willowbrook North Industrial Estate, Corby, (SW) 290414 Northamptonshire, NN17 5ZA Classification: Printers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 99 Name: Utilx Ltd A8NW 256 - 490692 Location: Unit 3, Baird Road, Willowbrook North Industrial Estate, Corby, (SW) 290410 Northamptonshire, NN17 5ZA Classification: Drilling & Boring Equipment & Supplies Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 100 Name: Starion International (Distribution) Ltd A8NW 266 - 490654 Location: Willowbrook Indust Est,Baird Rd, Corby, Northants, NN17 5ZA (SW) 290420 Classification: Distribution Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 101 Name: Avk Uk Ltd A14SW 275 - 491278 Location: Sondes Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (SE) 290612 NN17 5XL Classification: Valve Manufacturers & Suppliers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 102 Name: Feige A8NW 320 - 490851 Location: Curver Way, Willowbrook East Ind Est, Corby, Northants, NN17 5XN (S) 290322 Classification: Distribution Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 102 Name: Newell A8NW 350 - 490862 Location: Curver Way,Willowbrook East Indust Est, Corby, Northants, NN17 5XN (S) 290294 Classification: Rubber & Plastic Products - Manufacturers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 103 Name: Parker Fine Foods A8NW 327 - 490618 Location: Baird Road, Willowbrook North Industrial Estate, Corby, Northamptonshire, (SW) 290371 NN17 5ZA Classification: Frozen Food Processors & Distributors Status: Inactive Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 104 Name: Fastrax Conveyor Rollers Ltd A7NE 403 - 490489 Location: Unit 1, Baird Road, Willowbrook North Industrial Estate, Corby, (SW) 290389 Northamptonshire, NN17 5ZA Classification: Engineers - General Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 105 Name: Rpc Bebo Uk A9NW 460 - 491375 Location: Barons Court,Sallow Road, Weldon North Ind Est, Corby, Northamptonshire, (SE) 290434 NN17 5JX Classification: Packaging Materials Manufacturers & Suppliers Status: Active Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 106 Name: Rapier Control Systems Ltd A9NW 527 - 491403 Location: Unit C, Cavendish Courtyard, Weldon North Industrial Estate, Corby, (SE) 290369 Northamptonshire, NN17 5DZ Classification: Control Panels Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 106 Name: Southern Group Laboratory Ltd A9NW 561 - 491390 Location: Unit E-h, Cavendish Courtyard, Sallow Road, Weldon North Industrial Estate, (SE) 290312 Corby, Northamptonshire, NN17 5JX Classification: Laboratory Equipment, Instruments & Supplies Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 106 Name: A M B Hygiene Ltd A9NW 570 - 491419 Location: Unit I, Cavendish Courtyard, Weldon North Industrial Estate, Corby, (SE) 290324 Northamptonshire, NN17 5DZ Classification: Cleaning Materials & Equipment Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 106 Name: Centuryprint Ltd A9NW 575 - 491432 Location: Unit J, Cavendish Courtyard, Weldon North Industrial Estate, Corby, (SE) 290330 Northamptonshire, NN17 5DZ Classification: Printers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 106 Name: Unicorn Consultants A9NW 581 - 491447 Location: Unit K, Cavendish Courtyard, Weldon North Industrial Estate, Corby, (SE) 290336 Northamptonshire, NN17 5DZ Classification: Testing, Inspection & Calibration Equipment Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 107 Name: Pyramid Laboratories Ltd A9NW 527 - 491413 Location: Unit B, Cavendish Courtyard, Weldon North Industrial Estate, Corby, (SE) 290378 Northamptonshire, NN17 5DZ Classification: Metal Finishing Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 107 Name: Wyko Electro Mechanical Services A9NW 549 - 491458 Location: Unit 1-2 Sallow Rd, Weldon North Ind Est, Corby, Northants, NN17 5JX (SE) 290394 Classification: Mechanical Engineers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 108 Name: Wyko E M S A9NW 538 - 491480 Location: 2-3, Sallow Road, Weldon North Industrial Estate, Corby, Northamptonshire, (SE) 290440 NN17 5JX Classification: Engineers - General Status: Inactive Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 108 Name: Synergy Corby Ltd A9NW 563 - 491491 Location: 5, Sallow Road, Weldon North Industrial Estate, Corby, Northamptonshire, (SE) 290412 NN17 5JX Classification: Food Products - Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 109 Name: Briggs Irrigation A7NE 593 - 490495 Location: Boyle Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (SW) 290133 NN17 5XU Classification: Agricultural Engineers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 110 Name: Dubois Ltd A7NE 614 - 490309 Location: Amaray House, Arkwright Road, Willowbrook North Industrial Estate, Corby, (SW) 290278 Northamptonshire, NN17 5AE Classification: Plastics - Injection Moulding Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 111 Name: Rpc Containers Ltd A9NW 625 - 491446 Location: 4, Sallow Road, Weldon North Industrial Estate, Corby, Northamptonshire, (SE) 290275 NN17 5JX Classification: Packaging Materials Manufacturers & Suppliers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 112 Name: Macemain & Amstad A7SE 674 - 490551 Location: Boyle Road, Willowbrook East Industrial Estate, CORBY, Northamptonshire, (SW) 290014 NN17 5XU Classification: Metal Products - Fabricated Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 113 Name: Paul Birney A8SW 680 - 490627 Location: Darwin Rd, Willowbrook East Ind Est, Corby, Northants, NN17 5XZ (S) 289983 Classification: Spraying - Paint & Coatings Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 114 Name: Cmecs A9NW 713 - 491519 Location: 6, Sallow Road, Weldon North Industrial Estate, Corby, Northamptonshire, (SE) 290222 NN17 5JX Classification: Conveyors & Conveyor Belts Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 114 Name: H S E Ltd A9NW 756 - 491545 Location: Unit 2, Hunters Road, Weldon North Industrial Estate, Corby, (SE) 290187 Northamptonshire, NN17 5JE Classification: Trailers & Towing Equipment Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 115 Name: Lubron Advanced Oils Ltd A9NW 722 - 491570 Location: 6, Enterprise Park, Hunters Road, Weldon North Industrial Estate, Corby, (SE) 290260 Northamptonshire, NN17 5JE Classification: Oil Companies Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 115 Name: Beda Technology Ltd A9NE 748 - 491613 Location: Unit 10, Enterprise Park, Hunters Road, Weldon North Industrial Estate, (SE) 290269 Corby, Northamptonshire, NN17 5JE Classification: Filtration Systems & Services Status: Active Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 115 Name: Trevafield (Fasteners) Ltd A9NE 748 - 491613 Location: Hunters Road, Weldon North Industrial Estate, Corby, Northamptonshire, (SE) 290269 NN17 5JE Classification: Fasteners & Fixing Devices Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 115 Name: Nicholls Group A9NE 771 - 491603 Location: 1/4, Enterprise Park, Hunters Road, Weldon North Industrial Estate, Corby, (SE) 290223 Northamptonshire, NN17 5JE Classification: Machinery - Industrial & Commercial Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 116 Name: Eurofleet Ltd A7NW 732 - 490174 Location: 3, Arkwright Road, Willowbrook North Industrial Estate, Corby, (SW) 290268 Northamptonshire, NN17 5AE Classification: Distribution Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 116 Name: Camden Fleet Solutions A7NW 732 - 490174 Location: 3, Arkwright Road, Willowbrook North Industrial Estate, Corby, (SW) 290268 Northamptonshire, NN17 5AE Classification: Distribution Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 117 Name: Be Ashbury Chocolates A7SE 742 - 490327 Location: Darwin Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (SW) 290072 NN17 5XZ Classification: Confectionery Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 118 Name: Pride Forklift Training Ltd A9NE 791 - 491629 Location: Enterprise Park,Hunters Rd, Weldon North Ind Est, Corby, Northamptonshire, (SE) 290222 NN17 5JE Classification: Fork Lift Trucks Status: Inactive Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 118 Name: L M Transport Ltd A9NE 829 - 491642 Location: Hunters Rd, Weldon North Ind Est, Corby, Northamptonshire, NN17 5JE (SE) 290180 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 119 Name: Truck East Ltd A7SE 800 - 490463 Location: Darwin Rd, Willowbrook East Ind Est, Corby, Northamptonshir, NN17 5XZ (SW) 289916 Classification: Commercial Vehicle Dealers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 119 Name: The Garage Of Corby Ltd A7SE 804 - 490458 Location: unit 1a,Darwin Rd, Willowbrook East Ind Est, Corby, Northamptonshire, NN17 (SW) 289914 5XZ Classification: Mot Testing Centres Status: Active Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 119 Name: Dedicatred Distribution Services Ltd A7SE 841 - 490412 Location: Darwin Rd, Willowbrook East Ind Est, Corby, Northants, NN17 5XZ (SW) 289896 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 120 Name: R C S Logistics Ltd A7SE 808 - 490542 Location: Darwin Rd, Willowbrook East Ind Est, Corby, Northamptonshire, NN17 5XZ (S) 289875 Classification: Road Haulage Services Status: Active Positional Accuracy: Manually positioned to the address or location

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Contemporary Trade Directory Entries 121 Name: Cambridge Manufacturing Co Ltd A9SW 842 - 491508 Location: Clare House, Hunters Road, Weldon North Industrial Estate, Corby, (SE) 290048 Northamptonshire, NN17 5JE Classification: Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 122 Name: M H Connectors Ltd A7SE 859 - 490388 Location: Darwin Rd, Willowbrook East Ind Es, Corby, Northamptonshire, NN17 5XZ (SW) 289888 Classification: Electronic Component Manufacturers & Distributors Status: Active Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 122 Name: I B Accident Repairs A7SE 879 - 490358 Location: Unit 1,Darwin Rd, Willowbrook East Ind Est, Corby, Northants, NN17 5XZ (SW) 289882 Classification: Car Body Repairs Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 122 Name: Premier Galvanizing A7SE 893 - 490328 Location: Darwin Rd, Willowbrook East Ind Est, Corby, Northamptonshir, NN17 5XZ (SW) 289884 Classification: Metal Finishing Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 122 Name: Premier Galvanizing Ltd A7SE 893 - 490328 Location: Darwin Rd, Willowbrook East Ind Est, Corby, Northamptonshire, NN17 5XZ (SW) 289884 Classification: Metal Finishing Equipment Status: Active Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 122 Name: Maxim Logistics Group Ltd A7SE 895 - 490324 Location: Unit 3,Darwin Rd, Willowbrook East Ind Est, Corby, Northamptonshire, NN17 (SW) 289884 5XZ Classification: Distribution Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 123 Name: Pharmacia Animal Health Ltd A9SW 863 - 491577 Location: 7, Hunters Road, Weldon North Industrial Estate, Corby, Northamptonshire, (SE) 290074 NN17 5JE Classification: Pharmaceutical Manufacturers & Distributors Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 124 Name: Kev'S Transport (Uk) Services Ltd A7SW 868 - 490189 Location: Unit 7 Darwin Rd, Willowbrook East Ind Est, Corby, Northants, NN17 5XZ (SW) 290028 Classification: Road Haulage Services Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 124 Name: M & J International Freight Ltd A7SW 896 - 490156 Location: Darwin Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (SW) 290020 NN17 5XZ Classification: Freight Forwarders Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 124 Name: Amc Uk Fasteners A7SW 896 - 490156 Location: Unit 3-4, Darwin Road, Willowbrook East Industrial Estate, Corby, (SW) 290020 Northamptonshire, NN17 5XZ Classification: Nuts, Bolts & Fixings Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 124 Name: Action Screen Process A7SW 938 - 490139 Location: Trevithick Rd, Willowbrook East Ind Est, Corby, Northamptonshire, NN17 5XY (SW) 289978 Classification: Screen Process Printers Status: Active Positional Accuracy: Manually positioned to the road within the address or location

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Contemporary Trade Directory Entries 125 Name: Major Packaging Systems Ltd A7SE 904 - 490453 Location: Unit 1, Davey Road, Corby, Northamptonshire, NN17 5XX (SW) 289806 Classification: Packaging & Wrapping Equipment & Supplies Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 126 Name: Truckeast A7SE 908 - 490242 Location: Darwin Rd, Willowbrook East Ind Est, Corby, Northamptonshire, NN17 5XZ (SW) 289927 Classification: Commercial Vehicle Servicing, Repairs, Parts & Accessories Status: Active Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 126 Name: Eurolink A7SW 942 - 490193 Location: Unit 7, Darwin Court, Trevithick Road, Willowbrook East Industrial Estate, (SW) 289924 Corby, Northamptonshire, NN17 5XY Classification: Freight Forwarders Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 127 Name: Asda Distribution Centre A9SE 931 - 491734 Location: 1, Hunters Road, Weldon North Industrial Estate, CORBY, Northamptonshire, (SE) 290129 NN17 5JE Classification: Distribution Services Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 128 Name: Data Storm A9NE 933 - 491871 Location: 1b, Perth House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290326 Northamptonshire, NN17 5JG Classification: Electronic Component Manufacturers & Distributors Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 128 Name: Counting Solutions Ltd A9NE 933 - 491871 Location: Perth House,Corby Gate Business Pk,Priors Haw Rd, Corby, (SE) 290326 Northamptonshire, NN17 5JG Classification: Electronic Equipment - Manufacturers & Assemblers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 128 Name: Ceka Office Furniture & Systems Ltd A9NE 933 - 491871 Location: 3, Perth House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290326 Northamptonshire, NN17 5JG Classification: Furniture Manufacturers - Home & Office Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 128 Name: Counting Solutions Ltd A9NE 933 - 491871 Location: 2, Perth House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290326 Northamptonshire, NN17 5JG Classification: Electronic Engineers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 129 Name: Key Packaging A7SW 935 - 490066 Location: Trevithick Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (SW) 290068 NN17 5XY Classification: Machinery - Industrial & Commercial Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 129 Name: Key Packaging Machinery Ltd A7SW 935 - 490066 Location: Unit F, Trevithick Road, Willowbrook East Industrial Estate, Corby, (SW) 290068 Northamptonshire, NN17 5XY Classification: Packaging & Wrapping Equipment & Supplies Status: Active Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 129 Name: Brudenell Builders A7SW 957 - 490045 Location: Unit D,Gaydon House,Trevithick Rd, Willowbrook East Ind Est, Corby, (SW) 290058 Northamptonshire, NN17 5XY Classification: Builders' Merchants Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 129 Name: Wydels A7SW 975 - 490028 Location: Unit A,Gaydon House,Trevithick Rd, Willowbrook East Ind Es, Corby, (SW) 290050 Northamptonshire, NN17 5XY Classification: Electrical Goods Sales, Manufacturers & Wholesalers Status: Active Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 129 Name: Strathcarrons A7SW 976 - 490028 Location: Unit B-C, Gaydon House, Trevithick Road, Willowbrook East Industrial Estate, (SW) 290050 Corby, Northamptonshire, NN17 5XY Classification: Leisure & Sportswear Manufacturers & Wholesalers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 129 Name: A S F Upvc Joinery A7SW 976 - 490028 Location: Unit B-C, Gaydon House, Trevithick Road, Willowbrook East Industrial Estate, (SW) 290050 Corby, Northamptonshire, NN17 5XY Classification: Window Frames - Sales & Service Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 130 Name: Tekmatex Marubeni Ltd A9SW 940 - 491543 Location: Stafford House, Brakey Road, Weldon North Industrial Estate, Corby, (SE) 289952 Northamptonshire, NN17 5LU Classification: Plastics - Injection Moulding Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 131 Name: Maylan Ltd A7SW 951 - 490139 Location: 1, Darwin Court, Trevithick Road, Willowbrook East Industrial Estate, Corby, (SW) 289960 Northamptonshire, NN17 5XY Classification: Precision Engineers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 131 Name: Welding Services (Weldon) Ltd A7SW 952 - 490110 Location: Trevithick Road, Willowbrook East Industrial Estate, Corby, Northamptonshire, (SW) 289990 NN17 5XY Classification: Metal Products - Fabricated Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 131 Name: Carter Building Services Ltd A7SW 985 - 490094 Location: Trevithick Rd, Willowbrook East Ind Est, Corby, Northants, NN17 5XY (SW) 289958 Classification: Electrical Engineers Status: Inactive Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 132 Name: Golden West Foods Ltd A7NW 956 - 489984 Location: Genner Road, Willowbrook North Industrial Estate, Corby, Northamptonshire, (SW) 290149 NN17 5FD Classification: Food Products - Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 133 Name: Systems 4 Recycling Ltd A9NE 960 - 491871 Location: 9, Darwin House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290269 Northamptonshire, NN17 5JG Classification: Shredding Equipment & Services Status: Active Positional Accuracy: Automatically positioned to the address

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Contemporary Trade Directory Entries 133 Name: Triumph Mechanical Services Ltd A9NE 987 - 491888 Location: 8, Canberra House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290243 Northamptonshire, NN17 5JG Classification: Mechanical Engineers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 133 Name: Orchid Electronics A9NE 987 - 491888 Location: 6, Canberra House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290243 Northamptonshire, NN17 5JG Classification: Telecommunications Equipment & Systems Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 133 Name: Eps Installations A9NE 987 - 491887 Location: 10,Canberra House,Corby Gate Business Pk,Priors Ha, Corby, (SE) 290243 Northamptonshire, NN17 5JG Classification: Stairlifts - Manufacturers & Installers Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 133 Name: Rockingham Concrete Pumping A9NE 987 - 491888 Location: 7, Canberra House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290243 Northamptonshire, NN17 5JG Classification: Concrete Pumping Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 133 Name: Sawford Engineering Ltd A9NE 988 - 491888 Location: Priors Haw Rd, Corby, Northamptonshire, NN17 5JG (SE) 290243 Classification: Engineers - General Status: Active Positional Accuracy: Manually positioned within the geographical locality Contemporary Trade Directory Entries 133 Name: Corby A9NE 988 - 491887 Location: 5 Canbera Ho,Priors Haw Rd, Corby, Northants, NN17 5JG (SE) 290242 Classification: Electronic Component Manufacturers & Distributors Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 134 Name: Roquette (Corby) Ltd A10NW 975 - 491953 Location: Venture Close, Corby, Northamptonshire, NN17 5EX (SE) 290376 Classification: Food Products - Manufacturers Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 135 Name: Data Online (Uk) Ltd A10NW 985 - 491928 Location: 9, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Electronic Engineers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 135 Name: Pest Express Ltd A10NW 985 - 491928 Location: 7, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Pest & Vermin Control Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 135 Name: Pest Express Ltd A10NW 985 - 491928 Location: 7, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Pest & Vermin Control Status: Active Positional Accuracy: Automatically positioned to the address

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 43 of 53 Industrial Land Use~~

~~Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site~~

Contemporary Trade Directory Entries 135 Name: Pest Express Ltd A10NW 985 - 491928 Location: 7, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Pest & Vermin Control Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 135 Name: Bayside Motion Group A10NW 985 - 491928 Location: 3, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Automation Systems & Equipment Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 135 Name: Parker Bayside A10NW 985 - 491928 Location: 3, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Automation Systems & Equipment Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 135 Name: Pest Express A10NW 985 - 491928 Location: 7, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Pest & Vermin Control Status: Inactive Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 135 Name: All 4 Education A10NW 985 - 491928 Location: 10, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Waste Disposal Services Status: Inactive Positional Accuracy: Manually positioned to the address or location Contemporary Trade Directory Entries 135 Name: Med Page Ltd A10NW 985 - 491928 Location: 3, Melbourne House, Corby Gate Business Park, Priors Haw Road, Corby, (SE) 290317 Northamptonshire, NN17 5JG Classification: Manufacturers Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 136 Name: Kookaburra Reader A9SE 995 - 491619 Location: Unit 3,Brakey Rd, Weldon North Ind Est, Corby, Northamptonshire, NN17 5LU (SE) 289940 Classification: Sports Equipment Manufacturers & Distributors Status: Active Positional Accuracy: Manually positioned to the road within the address or location Contemporary Trade Directory Entries 137 Name: The Concrete Co A2NE 999 - 490280 Location: Davey Road, Corby, Northamptonshire, NN17 5XX (SW) 289790 Classification: Concrete Manufacturers & Distributors Status: Active Positional Accuracy: Automatically positioned to the address

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 44 of 53 Sensitive Land Use~~

~~Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site~~

~~Nitrate Vulnerable Zones 138 Name: Not Supplied A13NW 0 7 490905 Description: NVZ Area (NE) 290825 Source: Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA)~~

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 45 of 53 Data Currency~~

~~Agency & Hydrological Version Update Cycle~~

Contaminated Land Register Entries and Notices Corby Borough Council - Environmental Health Department February 2012 Annual Rolling Update Rutland Unitary Council - Environmental Health Department January 2012 Annual Rolling Update East Northamptonshire District Council - Environmental Health Department November 2011 Annual Rolling Update Harborough District Council - Environmental Health Department November 2011 Annual Rolling Update Kettering Borough Council - Environmental Health Department September 2012 Annual Rolling Update Discharge Consents Environment Agency - Anglian Region July 2012 Quarterly Enforcement and Prohibition Notices Environment Agency - Anglian Region September 2012 Quarterly Environment Agency - Midlands Region September 2012 Quarterly Integrated Pollution Controls Environment Agency - Anglian Region October 2008 Not Applicable Environment Agency - Midlands Region October 2008 Not Applicable Integrated Pollution Prevention And Control Environment Agency - Anglian Region July 2012 Quarterly Environment Agency - Midlands Region July 2012 Quarterly Local Authority Integrated Pollution Prevention And Control Kettering Borough Council - Environmental Health Department April 2012 Annual Rolling Update Harborough District Council - Environmental Health Department June 2011 Annual Rolling Update Corby Borough Council - Environmental Health Department March 2012 Annual Rolling Update East Northamptonshire District Council - Environmental Health Department November 2011 Annual Rolling Update Rutland Unitary Council - Environmental Health Department November 2011 Annual Rolling Update Local Authority Pollution Prevention and Controls Kettering Borough Council - Environmental Health Department April 2012 Annual Rolling Update Harborough District Council - Environmental Health Department June 2011 Annual Rolling Update Corby Borough Council - Environmental Health Department March 2012 Annual Rolling Update East Northamptonshire District Council - Environmental Health Department November 2011 Annual Rolling Update Rutland Unitary Council - Environmental Health Department November 2011 Annual Rolling Update Local Authority Pollution Prevention and Control Enforcements Kettering Borough Council - Environmental Health Department April 2012 Annual Rolling Update Harborough District Council - Environmental Health Department August 2012 Annual Rolling Update Corby Borough Council - Environmental Health Department March 2012 Annual Rolling Update East Northamptonshire District Council - Environmental Health Department November 2011 Annual Rolling Update Rutland Unitary Council - Environmental Health Department November 2011 Annual Rolling Update Nearest Surface Water Feature Ordnance Survey July 2012 Quarterly Pollution Incidents to Controlled Waters Environment Agency - Anglian Region September 1999 Not Applicable Prosecutions Relating to Authorised Processes Environment Agency - Anglian Region September 2012 Monthly Environment Agency - Midlands Region September 2012 Monthly Prosecutions Relating to Controlled Waters Environment Agency - Anglian Region September 2012 Monthly Environment Agency - Midlands Region September 2012 Monthly Registered Radioactive Substances Environment Agency - Anglian Region July 2012 Quarterly Environment Agency - Midlands Region July 2012 Quarterly River Quality Environment Agency - Head Office November 2001 Not Applicable River Quality Biology Sampling Points Environment Agency - Head Office July 2012 Annually

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 46 of 53 Data Currency~~

~~Agency & Hydrological Version Update Cycle~~

River Quality Chemistry Sampling Points Environment Agency - Head Office July 2012 Annually Substantiated Pollution Incident Register Environment Agency - Anglian Region - Northern Area July 2012 Quarterly Environment Agency - Midlands Region - East Area July 2012 Quarterly Environment Agency - Midlands Region - Lower Trent Area July 2012 Quarterly Water Abstractions Environment Agency - Anglian Region July 2012 Quarterly Water Industry Act Referrals Environment Agency - Anglian Region July 2012 Quarterly Environment Agency - Midlands Region July 2012 Quarterly Groundwater Vulnerability Environment Agency - Head Office January 2011 Not Applicable Drift Deposits Environment Agency - Head Office January 1999 Not Applicable Bedrock Aquifer Designations British Geological Survey - National Geoscience Information Service September 2011 Annually Superficial Aquifer Designations British Geological Survey - National Geoscience Information Service September 2011 Annually Source Protection Zones Environment Agency - Head Office July 2012 Quarterly Extreme Flooding from Rivers or Sea without Defences Environment Agency - Head Office July 2012 Quarterly Flooding from Rivers or Sea without Defences Environment Agency - Head Office July 2012 Quarterly Areas Benefiting from Flood Defences Environment Agency - Head Office July 2012 Quarterly Flood Water Storage Areas Environment Agency - Head Office July 2012 Quarterly Flood Defences Environment Agency - Head Office July 2012 Quarterly

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 47 of 53 Data Currency~~

~~Waste Version Update Cycle~~

BGS Recorded Landfill Sites British Geological Survey - National Geoscience Information Service June 1996 Not Applicable Historical Landfill Sites Environment Agency - Anglian Region - Northern Area July 2012 Quarterly Environment Agency - Midlands Region - East Area July 2012 Quarterly Environment Agency - Midlands Region - Lower Trent Area July 2012 Quarterly Integrated Pollution Control Registered Waste Sites Environment Agency - Anglian Region October 2008 Not Applicable Environment Agency - Midlands Region October 2008 Not Applicable Licensed Waste Management Facilities (Landfill Boundaries) Environment Agency - Anglian Region - Northern Area July 2012 Quarterly Environment Agency - Midlands Region - East Area July 2012 Quarterly Environment Agency - Midlands Region - Lower Trent Area July 2012 Quarterly Licensed Waste Management Facilities (Locations) Environment Agency - Anglian Region - Northern Area July 2012 Quarterly Environment Agency - Midlands Region - East Area July 2012 Quarterly Environment Agency - Midlands Region - Lower Trent Area July 2012 Quarterly Local Authority Landfill Coverage Corby Borough Council - Plannning Department May 2000 Not Applicable East Northamptonshire District Council - Community Services - Planning Department May 2000 Not Applicable Harborough District Council - Environmental Health Department May 2000 Not Applicable Kettering Borough Council - Environmental Health Department May 2000 Not Applicable Leicestershire County Council May 2000 Not Applicable Northamptonshire County Council May 2000 Not Applicable Rutland Unitary Council - Environmental Health Department May 2000 Not Applicable Local Authority Recorded Landfill Sites Corby Borough Council - Plannning Department May 2000 Not Applicable East Northamptonshire District Council - Community Services - Planning Department May 2000 Not Applicable Harborough District Council - Environmental Health Department May 2000 Not Applicable Kettering Borough Council - Environmental Health Department May 2000 Not Applicable Leicestershire County Council May 2000 Not Applicable Northamptonshire County Council May 2000 Not Applicable Rutland Unitary Council - Environmental Health Department May 2000 Not Applicable Registered Landfill Sites Environment Agency - Anglian Region - Northern Area March 2003 Not Applicable Environment Agency - Midlands Region - Lower Trent Area March 2003 Not Applicable Registered Waste Transfer Sites Environment Agency - Anglian Region - Northern Area March 2003 Not Applicable Environment Agency - Midlands Region - Lower Trent Area March 2003 Not Applicable Registered Waste Treatment or Disposal Sites Environment Agency - Anglian Region - Northern Area March 2003 Not Applicable Environment Agency - Midlands Region - Lower Trent Area March 2003 Not Applicable

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 48 of 53 Data Currency~~

~~Hazardous Substances Version Update Cycle~~

Control of Major Accident Hazards Sites (COMAH) Health and Safety Executive May 2012 Bi-Annually Explosive Sites Health and Safety Executive June 2012 Bi-Annually Notification of Installations Handling Hazardous Substances (NIHHS) Health and Safety Executive November 2000 Not Applicable Planning Hazardous Substance Enforcements Kettering Borough Council August 2012 Annual Rolling Update Leicestershire County Council August 2012 Annual Rolling Update Rutland Unitary Council - Planning Support December 2011 Annual Rolling Update Harborough District Council January 2012 Annual Rolling Update East Northamptonshire District Council - Community Services - Planning Department May 2012 Annual Rolling Update Corby Borough Council - Plannning Department November 2011 Annual Rolling Update Northamptonshire County Council November 2011 Annual Rolling Update Planning Hazardous Substance Consents Kettering Borough Council August 2012 Annual Rolling Update Leicestershire County Council August 2012 Annual Rolling Update Rutland Unitary Council - Planning Support December 2011 Annual Rolling Update Harborough District Council January 2012 Annual Rolling Update East Northamptonshire District Council - Community Services - Planning Department May 2012 Annual Rolling Update Corby Borough Council - Plannning Department November 2011 Annual Rolling Update Northamptonshire County Council November 2011 Annual Rolling Update

~~Order Number: 41611989_1_1 Date: 27-Sep-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Page 49 of 53~~