Report Desk Study type: Site: Land adjacent to Nuthall Roundabout Junction 26, M1 Nottingham Client: Langham Park Developments Ref: GRM/P4461/DS.3 Date: 08/2012-(Rev3)

GRM/P4461/DS.3 GRM is a trading name of GRM Development Solutions Limited GRM

TABLE OF CONTENTS

1 INTRODUCTION ...... 2

2 DESK STUDY AND SITE OBSERVATIONS (PHASE I) ...... 3

3 SUMMARY OF POTENTIAL GEO-ENVIRONMENTAL HAZARDS...... 15

4 PHASE I CONCEPTUAL MODEL...... 17

5 CONTAMINATION / REMEDIATION RECOMMENDATIONS...... 20

6 PRELIMINARY GEOTECHNICAL ASSESSMENT...... 21

7 FURTHER INVESTIGATION...... 24

8 CONCLUSIONS ...... 25

GRM/P4461/DS.3 GRM is a trading name of GRM Development Solutions Limited GRM

APPENDICES

Site Location Plan Appendix A Proposed Development Boundary Plan Appendix B Site Observations Plan Appendix C Extracts of the Infrastructure Report Appendix D Historical OS Maps Appendix E BGS Borehole Records Appendix F Environmental Data Report (Summary & Extracts) Appendix G Coal Authority Mining Report Appendix H Extracts of Old Mine Plans Appendix I

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1 INTRODUCTION

1.1 PREAMBLE GRM Development Solutions Limited (GRM) were instructed to carry out a Desk Study and Phase I Site Inspection by Langham Park Developments.

The desk study and site inspection forms Phase I of the assessment and allows the formulation of the geotechnical and geo-environmental settings. A future Phase II assessment would comprise an intrusive ground investigation and associated laboratory testing.

At this stage the proposed development is expected to comprise 2-3 storey housing and apartments with gardens and landscaping.

This desk study appraisal is intended to provide information that will assist decision making by identifying and recommending solutions to ground engineering and contamination issues.

GRM standard limitations of reporting are provided on the back cover of this report.

Potential Geotechnical/General Hazard(s) reported by the Client include: None.

Potential Receptor(s) communicated by the Client include: None.

Potential Contamination Source(s) communicated by the Client include: None.

1.2 OBJECTIVES OF THE DESK STUDY

The principal aims of the Desk Study were as follows:

a) Obtain information, from easily accessible sources, about the soil and groundwater conditions within the area of the site.

b) Determine the potential ground-related geotechnical and contamination hazards within the site boundaries that may affect the proposed development.

c) Provide recommendations for a Phase II ground investigation.

d) Provide preliminary development recommendations.

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2 DESK STUDY AND SITE OBSERVATIONS (PHASE I)

2.1 INFORMATION SOURCES The following sources have been used for the identification and assessment of potential ground hazards:

 Relevant British Standards  British Geological Survey (BGS) Geology Map Scale 1:10 000 SK 54 SW ‘Derby’  British Geological Survey (BGS) Geology Map Scale 1:50 000 Sheet 125  BGS Sheet Memoir 125, The Geology of the Country North of Derby  BGS Borehole Records  Environment Agency Groundwater Vulnerability Map 1:100000 Sheet 18 ‘Nottinghamshire’  Historical Ordnance Survey (OS) Maps  Environmental Data Supplier (Landmark Information Group)  Infrastructure Report (Groundwise Searches Limited)  Environment Agency Website: http://www.environment-agency.gov.uk/  Coal Authority - Records  DEFRA/Environment Agency R&D Publication CLR documents and DoE Industry Profiles  BRE Guide BR211 (2007), Radon: Guidance on protective measures for new buildings  HPA-RPD-033 (2007), Indicative Atlas of Radon in England and Wales  NRPB Publication W26, Radon Atlas of England and Wales, 2002  Client supplied information including: the location of the site, site boundary plan with the proposed division of the development.

Other technical references used throughout this document are detailed in the text.

2.2 SITE DESCRIPTION 2.2.1 Geographical Setting

The site is situated to the north west of Nottingham, approximately 1km east of J26 of the M1, and covers an overall area of approximately 6 hectares. The National Grid Reference (NGR) for the approximate centre of the site is SK525 440. A location plan is provided in Appendix A.

For ease of description, the development has been split into three areas as follows; Area 1 (1.45 hectare), Area 2 (1.62 hectare) and Area 3 (2.8 hectare), which at this stage are all to be residential developments. A plan showing the respective areas is presented in Appendix B.

The whole development site is presently open ground, with the three individual areas separated by partially wooded areas.

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Area 1

The northern boundary is formed by a small mixed wooded area beyond which is an area of hardstanding. The western boundary, which is heavily vegetated with trees and shrubs, is formed by Low Wood Road (A6002). The southern boundary is formed by a small track, beyond which is Area 2. The area around the track contains numerous trees and shrubs. The eastern boundary is formed by a footpath, beyond which are the wooden fences/wall of the adjacent gardens of residential properties.

Area 2

The northern boundary is partly formed by Area 1. The remaining portion of the northern boundary is formed by a stream and mixed wooded area, which is not part of the overall development. The western boundary is heavily vegetated with trees and shrubs, and is formed by Low Wood Road (A6002). The southern boundary is heavily vegetated including trees, shrubs and an area of brambles. Beyond the boundary is a dual carriageway (A610). The eastern boundary is formed by a track over a bridge, with a stream culvert passing underneath. The area around the track contains numerous trees and shrubs. Beyond the track is Area 3.

Area 3

The northern boundary is heavily vegetated and includes a small mixed wooded area. Beyond the boundary are the rear gardens of residential properties. The western boundary is partially formed by a track separating Area’s 2 and 3. The remaining section of the boundary is formed by an area of scrub, brambles and trees. The southern boundary is formed by a partially culverted stream and a large wooded area, beyond which is the A610 road. A pond is situated approximately half way along the boundary. The eastern boundary is heavily vegetated (including trees). Beyond the boundary is an area of hardstanding (car park), which forms part of a commercial development.

2.2.2 Site Inspection Observations

The diagram in Appendix C illustrates the salient observations made during the site inspection.

Area 1

The area comprised rough grass/scrub with trees scattered around its periphery. There is a mixed wooded area to the north of the site. An area within the wood contains fly-tipped material. Low Wood Road (A6002) runs parallel with the western boundary, at the top of a steep earth embankment. There are electricity poles (with substations) in the south western and south eastern corners of the area, with connecting overhead cables.

The area is gently to moderately sloping down from the west, south and east forming a small basin depression, which generally slopes down towards the northern end of the area.

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Area 2

The area comprised rough grass/scrub, with mixed wooded areas to the north east and south west of the site. There are trees scattered around the periphery of the area. Area 2 is bisected by a stream, with an area of soft ground on the southern side. There is a manhole cover on the western boundary. Electricity poles (with substations) are located in the northern corner of the area, along the southern side of the stream to the north eastern corner of the area, which are connected by overhead cables. The stream is culverted from the north eastern corner, along the eastern boundary, where it passes under a track via a tunnel into Area 3. There is a 3mx3m, 3-course brick/metal covered feature to the north of the stream and evidence of previous excavations/trenches. An electricity service box was observed close to the northern site boundary, in the vicinity of the tarmac track. The area is gently sloping from the north towards the stream in the northern half of Area 2 and gently sloping from the west towards the east in the southern half of the area.

The area is bounded by the moderately to steeply sloping embankment of the A6002 road to the west of the area, and the steeply sloping embankment of the A610 road to the south of the area.

Area 3

The area comprises rough grass/scrub, with many mature trees scattered around its periphery and within the area. Tree stumps and recently felled trees were also observed. There is an old wall/gate located in the north western corner. The northern boundary is formed by a mixed wooded area, with fly-tipped material located adjacent to the residential properties. The area is bisected by a partially culverted stream, which follows the southern boundary. There is a pond located halfway along the southern boundary. The area around the pond includes several trees including willow. The area to the west and north of the pond is marshy and includes various marsh plants. The eastern edge of the pond has a sluice where the stream exits into a culvert. This flows to the east of the site, where a metal grill was observed. Close to the pond a 250mm diameter pipe was observed within the embankment, adjacent to the A610 main road, which has a steady trickle of water issuing from it. There are many mature trees along the course of the stream.

Area 3 slopes moderately down towards the south, with a change in level approximately two-thirds of the way down the area. The southern side of the stream adjacent to the pond area, is bounded by a 2.50m high earth embankment, beyond which is the moderately to steeply sloping embankment of the A610 road.

An infrastructure report was obtained in order to identify existing services on site. Relevant underground service information from the report is presented in Appendix D.

An arboricultural specialist should conduct a tree survey should cohesive strata be found on site.

Invasive plant species were not observed (see section on Invasive plant species/ ecology) during the site walkover.

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Potential Geotechnical/General Hazard(s) identified during site inspection: Marshy ground - high groundwater table/soft strata. Embankments for the A610 and A6002 main roads – stability issues. Gently to moderately sloping ground – re-profiling works required. Culvert/Bridge/Sluice – stream may be culverted or require stand-off zone. Services – underground/overhead. Brick structure – may be associated with underground services (backfilled excavation leads from structure). Trees – deeper foundations in association with cohesive strata.

Potential Receptor(s) identified during site inspection: Stream. Pond.

Potential Contamination Source(s) identified during site inspection: Fly-tipped material within areas 1 and 3 – comprised domestic waste and demolition rubble. Water flow from 250mm diameter pipe (within road embankment) – possible stream culverted during road construction and therefore considered low risk.

2.3 HISTORICAL DEVELOPMENT OF THE SITE

A review of the available historical Ordnance Survey (OS) maps gives an insight into the development of the site and highlights any potential hazards. Extracts of these maps are provided in Appendix E. Relevant differences between each edition are highlighted below.

1879: The earliest map reviewed shows the site as predominantly fields. A large residential property and grounds, ‘Hempshill Hall’, are shown to the east of Area 1. Five pumped wells are shown within the grounds of Hempshill Hall. One of the pumped wells is adjacent to the south eastern corner of Area 1. A road running from north west to south east is shown 60m to the south of Area 2. A pond is shown adjacent to the southern boundary of Area 3. A small unnamed stream, flowing from west to east, cuts through the northern portion of Area 2 and enters the pond on the western side. The stream exits on the eastern side of the pond and runs along the southern boundary of Area 3. Trees are shown along the northern boundary of Area 3.

1882: No significant changes to the site and surrounding area.

1885: No significant changes to the site area. A shaft and ‘Engine House’ are shown 260m to the north of Area 1. An old coal pit is indicated 750m south west of Area 2. Cinderhill colliery is shown 320m to the south east of Area 3. A brick works is situated 500m to the east of Area 3.

1900: No significant changes to the site and surrounding area.

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1901: No significant changes to the site area. A quarry is shown 320m to the north east of Area 1. Broxtowe Colliery is shown 1km to the south of Area 2. Clay pits are shown 400m to the east of Area 3.

1915: No significant changes to the site area. The pumped wells are no longer shown.

1921: No significant changes to the site area. The local quarry, clay pit and colliery have all been extended slightly towards the site area.

1938: No significant changes to the site area. The road to the south of the site is now labelled as ‘Nottingham Road’. A new residential development is shown within 150m of the southern boundaries of Area’s 1 and 2, on the southern side of Nottingham Road.

1955-1960: No significant changes to the site area. Marshy ground is shown in the central portion of Area 2, in the area around the stream. Cinderhill Colliery has been extended westwards. Earthworks (possible spoil heaps) and tramway tracks associated with the mine are shown adjacent to the eastern boundary of Area 3. The residential development has been extended onto the northern side of Nottingham Road. The area adjacent to the eastern boundary of Area 3 has been backfilled and is shown as spoil heaps. A pond is shown 130m to the north east of Area 3.

1967: No significant changes to the site and surrounding area.

1969: The pond has been moved eastwards, as part of the construction of a new major road along the southern boundaries of Area 2 and 3. Embankments associated with the new road, are shown adjacent to these boundaries.

1971: No significant changes to the site and surrounding area.

1973: No significant changes to the site area. Low Wood Road (A6002) is shown adjacent to the western boundaries of Area’s 1 and 2. A new residential development now occupies the land to the north and north east of Hempshill Hall. The quarry to the north of the site is no longer shown.

1974: No significant changes to the site and surrounding area. A small building (gas governor), is now shown 30m to the north of Area 1.

1975: No significant changes to the site and surrounding area.

1984-86: No significant changes to the site area. The tramway tracks associated with the colliery are no longer shown immediately east of Area 3.

1989: No significant changes to the site and surrounding area.

1990: No significant changes to the site area. The local collieries are no longer shown.

1993: No significant changes to the site and surrounding area.

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2000: No significant changes to the site area. A large car park and commercial building is now shown in the area immediately east of Area 3.

2007: No significant changes to the site and surrounding area.

The hazards identified are summarised in the table below.

Potential Geotechnical/General Hazard(s) identified on OS Maps: Stream/Pond along southern boundary (Area 3) and northern portion of Area 2 - soft strata/high groundwater table and deeper foundations. Marshy ground in the central portion of Area 2 – soft strata/high groundwater table and deeper foundations. Trees – deeper foundations with cohesive strata. Made Ground associated with backfilling of pond during relocation – deeper foundations. Embankments immediately adjacent southern boundary (Area’s 1 and 2) – instability and possible source of Made Ground.

Potential Receptor(s) identified on OS Maps: Stream/Pond – along southern boundary of Area 3 and northern half of Area 2.

Potential Contamination Source(s) identified on OS Maps: Made Ground associated with construction of adjacent major roads. Made Ground associated with backfilling/relocation of pond – source of landfill gases. Former spoil heap adjacent to the north east corner of Area 3 - source of landfill gases if original ground levels have been raised.

2.4 ANTICIPATED GEOLOGY The BGS Geological Sheet for this area (1:10 000 Sheet SK54SW) shows a Solid geology of Lower Magnesian Limestone over the majority of the site area. The exception to this is the southern boundary of Area 3 and the south eastern corner of Area 2, which shows a Solid geology of Lower Permian Marl. Superficial deposits are absent or thin over the majority of the site area although Alluvium is shown in the southern half of Area 2 and the southern 50m of Area 3.

The geological memoir for the area describes the Lower Magnesian Limestone as being ‘flaggy, granular-textured dolomite or calcareous dolomite resembling sandstone in appearance’. The memoir suggests a thickness of 6 – 12m might be expected. The Lower Permian Marls in the region are described as being a series of ‘thin-bedded slate-coloured sandstones and shales’ and suggests a thickness of 15- 25m might be expected. The mapping describes the Alluvium in the area as a “dark sandy loam” up to 0.6m (2 feet) thick.

The majority of the site area lies within a faulted block. An east-west trending fault, to the north, is downthrown to the south and cuts through the northern half of Area 1. The east-west trending fault, to the south, runs along the southern boundary of Area 3 and cuts across the south east corner of Area 2. The dip information within the faulted block indicates dip directions, for the solid strata, of 20o to the south and 4o to the east. The variation in dip and direction is probably due to fault disturbance.

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Information to the north of the fault block indicates a dip of 6o to the south east. To the south of the fault block information suggests a dip of 5o to the east.

The BGS holds 4 borehole records (Appendix F) within 200m of the site, which are related to the construction of Low Wood Road (A6002). The three nearest BGS boreholes, between 20 – 70m from the site, indicate Made Ground to a depth of between 1.8 – 2.6m. The Made Ground overlies deposits of clayey Sand or silty Clay to a depth of between 2.4 – 3.3m. This is then underlain by Sandstone or Siltstone.

Potential Geotechnical/General Hazard(s) geological data: Deep Made Ground. Variable strata including shrinkable strata and soft organic Alluvium deposits.

Potential Receptor(s) from geological data: Shallow groundwater within the Alluvium along the southern boundary.

Potential Contamination Source(s) from geological data: Made Ground

2.5 HYDROGEOLOGICAL INFORMATION No detailed information regarding the depths to groundwater is available. The groundwater level is likely to be subject to seasonal variations.

The only water strike within the BGS borehole records obtained, reported a water strike (slow ingress) at 4.8m below ground level (65.4mAOD). The borehole is situated approximately 70m to the north of Area 1. The boreholes nearer to the site remained dry throughout (base depths of 2.3m and 4.0m begl).

The underlying strata have been classified by the Environment Agency from the relevant Groundwater Vulnerability Map/Landmark as a Major Aquifer (high permeability). The site is not within a groundwater Source Protection Zone.

There are no recorded groundwater abstraction licences within 500m of the site.

The groundwater table is likely to be high in the vicinity of the stream/pond, which appears to follow the boundary of the Lower Magnesian Limestone with the Lower Permian Marl. The flow direction is likely to be a combination of the direction to the stream (south) and the flow direction of the stream (east).

Potential Geotechnical/General Hazard(s) from hydrogeological data: High groundwater table in the vicinity of the stream/pond.

Potential Receptor(s) from hydrogeological data: Major Aquifer.

Potential Contamination Source(s) from hydrogeological data: None.

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2.6 HYDROLOGICAL INFORMATION Local surface water features include:

 A pond is situated along the southern boundary of Area 3.

 An unnamed stream runs along the southern boundary of Area 3 and cuts across the northern portion of Area 2. The stream is partially culverted in both areas.

Area 1 is within 250m of an indicative fluvial floodplain (see Appendix G), however the Environment Agency’s Internet based flood risk maps suggest there is no risk from river flooding.

Area 2 is within Zone 2 of a flood warning area (Extreme Flooding from Rivers or Sea without Defences).

The western portion of Area 3 is within Zone 2 of a flood warning area (Extreme Flooding from Rivers or Sea without Defences). The eastern portion is within Zone 3 of a flood warning area (Flooding from Rivers or Sea without Defences).

A flood risk assessment is required.

No significant pollution incidents have occurred which may affect the site.

There are no recorded groundwater abstraction licences within 500m of the site.

Potential Geotechnical/General Hazard(s) from hydrological data: Flooding within Areas 2 and 3 from the unnamed stream.

Potential Receptor(s) from site surface observations: None.

Potential Contamination Source(s) from site surface observations: None.

2.7 COAL MINERAL RESOURCES 2.7.1 Coal Authority Report and Geological Maps

The Authority's Online Directory (www.coalminingreports.co.uk) provides immediate online confirmation on entering a property postcode as to whether a coal mining search is necessary or not. This site requires a coal mining report.

The Environmental data provided by Landmark confirms the site is in an area that requires a Coal Authority Mining Report.

The Coal Authority report (Appendix H) states:

 The property is in the likely zone of influence from workings in four seams of coal at 150m to 330m depth, and last worked in 1937. Any ground movement from these coal workings should have ceased by now.

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 The property is not in an area that is likely to be affected at the surface from any planned future workings. However, reserves of coal exist in the area, which could be worked in the future.  The site is not in the likely zone of influence of any present or future underground coal mining and there are no past, present or future opencast coal sites nearby.  There are no known coal mine entries within, or within 20m of, the boundary of the site.  There are no records of a mine gas emission requiring action by the Coal Authority within the boundary of the site.

Comparison of the Coal Authority information with local geological information indicate that the four main seams worked in the area are, in descending order, the Mainbright Coal, Comb Coal/Top Hard Coal, High Hazles Coal and the Deep Soft Coal. The shallowest named coal in the vicinity of the site is the Clowne Coal, at a depth of approximately 75m. The shallowest known (unnamed) coal is a thin coal at an estimated depth of 50m.

The Coal Authority Mining Report and Geological Sheet for the area suggest that recorded coal seams beneath the site are at a significant depth and therefore will not affect the surface stability of the site.

2.7.2 Risk Assessment including Abandonment Plan Review

A mining risk assessment has been conducted using the above information and old mine plans held by the Coal Authority. Extracts of plans are provided in Appendix I.

Old plans suggest seams as tabulated below underlie the site.

Seam Name Estimated Estimated Likelihood of minimum depth maximum workings within (m) thickness influencing distance Mainbright 100 1.1 High High Hazles 145 1.0 High Top Hard 220 2.0 High Deep Soft 360 0.8 High

The review of the Abandonment Plans also indicates roadways within deeper seams, which may also have been worked in the area. Considering the thickness of the coal seams worked and the thickness of the overlying rock strata the risk to this site from underground mine workings is considered very low to negligible.

2.7.3 Potential Risk Management Actions

The mining report and geological information indicates that the recorded and potentially worked coal seams beneath the site are at a significant depth and therefore will not affect the surface stability of the site. The Abandonment Plans indicate faults within the coal seams in the area underlying the site. This may have made extraction of the coal seams under the site impractical and uneconomical. Hence workings generally appear to be absent directly under the site.

On this basis no further action is considered necessary.

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Potential Coal Mining Hazards: None.

2.8 OTHER MINERAL RESOURCES There is no evidence of any non-coal mineral extraction having taken place within, or adjacent to, the site area.

Clay pits and quarries are recorded in the local area, although none are considered likely to affect the site.

Potential Other Mining Hazards: None recorded within influencing distance of the site.

2.9 ENVIRONMENTAL INFORMATION Environmental database information has been acquired from Landmark Information Group. There is a considerable amount of data and not all of it is relevant to this appraisal (e.g. air pollution controls). Therefore, summary sheets are provided in Appendix G, along with copies of sheets relevant to this report. The full set of data will be held on file by GRM.

A summary of the relevant information provided is presented below:

 No Recorded Landfill Sites within 500m of the site.  No Integrated Pollution Control Registered Waste Sites within 500m of the site.  No Registered Waste Transfer Sites within 500m of the site.  No Registered Waste Treatment or Disposal Sites within 500m of the site.  No Control of Major Accident Hazards Sites (COMAH) within 500m of the site.  No Significant Pollution Incidents are recorded within 500m of the site area. Three minor incidents (Category 3) are recorded, the nearest being 240m to the south of Area 2. However, due to the distance and reported severity of the incidents none are considered likely to affect the site.  No Contaminated Land Register Entries and Notices within 500m of the site.  Three Contemporary Trade Directory Entries within 500m of the site. None are considered to be within influencing distance of the site.  No Fuel Station Entries within 500m of the site.  No areas of potentially infilled land are recorded within influencing distance of the site. However, the area immediately north east of Area 3 has been shown on historical OS maps as a spoil heap. The historical maps reviewed also suggest that the pond has been backfilled and relocated slightly east of its original location.

Potential Geo-environmental/General Hazard(s) from Environmental data: Landfill gas from backfilled pond and adjacent refuse/slag heap.

Potential Receptor(s) from Environmental data: None.

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Potential Contamination Source(s) from Environmental data: None.

2.10 ARCHAEOLOGY The English Heritage National Inventory (NMR) indicates one record at NGR SK 525 441. The record relates to a Post Medieval deserted settlement and church to the north of the site area.

Further archaeological information has not been sought as part of this desk study and has not been identified as an issue by the Client. Some Local Authorities require at least an initial archaeological appraisal for development sites. GRM would be happy to provide contact details of suitable professionals for such work. Archaeological investigations occasionally reveal ground-related problems from ancient times (prior to the 1st Edition OS maps) and can occasionally cause foundation and contamination development hazards.

Archaeological Hazards: The Local Authority may require further investigation regarding the extent of the area of interest.

2.11 INVASIVE PLANT SPECIES / ECOLOGY Ecological issues can have a significant effect on developments. GRM is not a specialist in this topic and has not conducted such a survey. However, GRM endeavour to report easily recognisable issues such as Japanese Knotweed, Giant Hogweed, badger sets etc, when seen on site.

Although no such issues were identified during the site inspection, considering the nature of the site it is recommended that an ecological survey is undertaken.

Invasive Plant Species / Ecological Hazards: Ecological survey recommended prior to any further ground disturbance.

2.12 RADON GAS (DESK STUDY ASSESSMENT)

The site has been assessed following the guidelines in “Radon: guidance on protective measures for new dwellings” (BR211 2007).

The site is within an area recorded to require Basic Radon precautions, as shown by map 14, ‘Derbyshire, Leicestershire, Nottinghamshire’, of the BR211 (2007) guidance.

According to latest available information from the Health Protection Agency (HPA- RPD-033, BGS Radon Atlas), between 3% & 5% of homes are reported to have Radon levels above the ‘Action Level’ in this area.

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The environmental report (Appendix G) suggests that based on information provided by the BGS (equivalent to a BGS Radon report), Basic Radon protective measures will be required.

Radon Hazard Assessment (Desk Study): Basic Radon Protection is required.

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3 SUMMARY OF POTENTIAL GEO-ENVIRONMENTAL HAZARDS

Potential hazards have been identified in earlier sections and are now summarised in tabular form, with their consequences and possible risk management actions.

3.1 GENERAL HAZARD(S) General Hazard(s) are those that pose a threat to public safety, or site safety to personnel.

Potential Hazard Consequence Action Live services including underground/overhead Inform relevant parties for Danger to personnel cables (pole / disconnection / diversion substations) Consultation with the Danger to Foundations Flood Risk from the Environment Agency – and potentially to end- unnamed stream Flood risk assessment users required Relevant Health and Safety Measures are required Pond/Stream Danger to personnel when working in close proximity (if incorporated into development layout) Visual assessment of Structures – may require Culvert / Bridge / Sluice Danger to personnel diversion/stand-off zone 9if incorporated into development layout)

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3.2 GEOTECHNICAL HAZARDS Geotechnical hazards are those that pose a danger to the stability and/or quality of the built environment.

Potential Hazard Consequence Investigatory Technique Deep Made Ground Deep Foundations Trial Pits / Boreholes Backfilled Pond Deepening for Foundations Trial Pits / Boreholes Trial Pits / Boreholes / Shrinkable Clay / Trees Deepening for Foundations Tree Survey Marshy Ground / Alluvium / Soft Strata / Deepening for Foundations Trial Pits / Boreholes High Groundwater Table Gently to moderately Cut and fill earthworks Site observations and sloping ground – program may be required topographic survey across the site depending on the site layout Slope (embankment) Visual assessment of adjacent to southern Instability slope / Slope Stability and western Analysis boundaries Further investigation to Brick structure Deepening for Foundations determine its use and (unknown origin) impact on the develoment

3.3 CONTAMINATION/ENVIRONMENTAL HAZARDS These hazards have the potential to adversely affect human health, controlled waters and the built environment.

Source Pathway Receptor Assessment Method Made Ground Direct Contact End-User See section 3.4 Made Ground Infiltration Major Aquifer See section 3.4 Made Ground Groundwater Ponds See section 3.4 Geological Risk Natural Strata Radon End User Assessment Made Ground Carbon Dioxide / Gas Monitoring / Spoil Heap / End User Methane Survey Infilled Pond 250mm diameter Surface flow and pipe (unknown Stream / Pond See section 3.4 infiltration origin) Removal during Fly-tipped material Direct Contact End-User clearance works

3.4 CONTAMINANTS OF CONCERN The DEFRA document CLR 8 and DoE Industry Profiles have been used to assess likely contaminants from past land use and potential nearby industrial sources.

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For land uses where no profile is available, likely contaminants of concern have been selected by GRM based on past experience of similar sites.

Asbestos and PCBs are listed in the vast majority of profiles. PCBs are listed as the profiles expect electricity substations and switch boxes on all industrial sites. Several pole substations have been recorded for this site, these are not considered to pose a significant risk. Asbestos containing materials will be tested for if there is visual evidence found within the ground during the fieldwork.

There are contaminants that are generally tested for as a matter of course as their prevalence on brownfield sites is renowned. These include: arsenic, cadmium, chromium, lead, mercury, selenium, copper, nickel, zinc, phenols, cyanide (total), sulphate (water soluble), pH, and speciated PAH (polycyclic aromatic hydrocarbons).

In addition, petroleum hydrocarbons (aliphatic and aromatic bands) should be analysed if there is any evidence observed during the fieldwork.

If a ground investigation were to be carried out, these contaminants should be tested for to assess the risk posed to the end user and to controlled waters.

4 PHASE I CONCEPTUAL MODEL

4.1 POTENTIAL SOURCE-PATHWAY-RECEPTOR The consideration of contamination is based upon the principles of risk assessment. Risk assessment is founded upon the use of so called ‘source-pathway-receptor’ principles in order to establish the presence, or potential presence, of a pollutant linkage.

To create a risk, contamination must have the potential to cause harm to susceptible targets or receptors such as humans, the water environment or the built environment. The potential for harm to occur requires three conditions to be satisfied:

 The presence of substances that may cause harm (SOURCE).  The presence of a target which may be harmed (RECEPTOR).  The existence of a plausible pollutant linkage between the source and the receptor (PATHWAY).

In the absence of a plausible pollutant linkage or pathway there is no risk. For this site not to pose a risk to the end-users or controlled waters the pollutant linkage must be broken.

The site comprises three areas of open grassed land with wooded areas around the majority of the boundaries. Historically the land has remained undeveloped, although the original pond, along the southern boundary, appears to have been backfilled and relocated during the construction of a major road. Made Ground associated with the construction of the major roads along the southern boundary and a second road along the western boundary may impinge on the site. In addition, some work has been carried out to culvert several sections of the stream.

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The main source of potential contamination will be Made Ground associated with the backfilling of the pond and its relocation, construction of the major roads and the construction of the culverts in Areas 2 and 3. Potential contaminants of concern for the whole site include petroleum hydrocarbons (TPH), PAH, toxic metals (e.g. As, Ni, Cr, Pb), phenols and sulphate.

The development proposals incorporate residential housing, apartments with areas of hard standing and private gardens/landscaping.

For end-users, the primary human health receptors are residents/occupants of the completed development and construction workers. The primary pathways of concern include indoor and outdoor inhalation of ground gas and soil vapours, the ingestion of contaminated soil and soil dust, and dermal contact with contaminated soil and soil dust. The site comprises land that for its recorded history has remained undeveloped. Therefore, with the exception of Made Ground from the construction of the adjacent major roads and subsequent relocation of the pond it is not expected to be a significant source of contamination. Therefore the risk of contaminated soils being present is considered low. However, due to the presence of the backfilled pond on site and spoil heap in the local area, the risk to the end user from ground gases is considered to be low to moderate.

For controlled waters, the primary receptor for the site is the underlying Major Aquifer (Lower Magnesian Limestone). The primary pathways of concern are leaching of contaminants and vertical migration to the groundwater table. The recorded site usage (undeveloped) and adjacent site activities (Made Ground along site boundaries from road construction and pond relocation) are not considered to be significant sources of contamination. Therefore the risk to the aquifer, based on the desk study information, is considered low.

For construction materials, the primary receptors are water pipes and buried concrete. The primary pathways of concern are the migration of contamination leading to degradation of pipe materials and sulphate/acidic attack on buried concrete. The recorded site usage (undeveloped) and adjacent site activities are not considered to be a significant source of contamination. Therefore the risk to the construction materials, based on the desk study information, is considered low.

The pollutant linkage model is illustrated in detail on the following page.

GRM/P4461/DS.3 18 GRM

4.2 POLLUTANT LINKAGE MODEL

HUMAN HEALTH Source Pathway Receptor Solution Potentially contaminated Made Ground. Contaminants of concern Indoor and outdoor inhalation of include hydrocarbon / metals. ground gas and soil vapours, the Residents/occupants of the Soil capping or removal of ingestion of contaminated soil and completed development and contaminated soils. Potential Ground Gases soil dust, and dermal contact with construction workers. Gas protection. (Methane/Carbon Dioxide) from contaminated soil and soil dust. Made Ground/Infilled Pond / Spoil Heap.

CONTROLLED WATERS

Removal of locally impacted Potentially contaminated Made Leaching of contaminants and contaminated soils, if required. Ground. Contaminants of concern vertical migration to the Major Aquifer Assessment of groundwater quality include hydrocarbon / metals. groundwater table. and, if required, subsequent risk assessment and remediation.

CONSTRUCTION MATERIALS Migration of contamination through Upgraded water pipes / clean backfill Potentially contaminated Made leaks and joints, degradation of material. Ground. Contaminants of concern Water Pipes and buried concrete. pipe materials and sulphate attack Sulphate resistant concrete include hydrocarbon / metals. on buried concrete. specification.

GRM/P4461/DS.3 19 GRM

5 CONTAMINATION

The risk of ground contamination across the site will need to be investigated and may require remediation as part of any proposed residential development.

Recommendations for further contamination assessment of the site include:

 As part of any ground investigation, soil and groundwater samples should be obtained and chemically tested as appropriate.  An appropriate contamination risk assessment should be undertaken when test data is available, to assess the potential risk to end-users of the site, to controlled waters, and to construction materials.  Should any signs of contamination be revealed during development works then further assessment will be required.  The gas regime will need to be fully assessed using gas monitoring standpipes, with monitoring undertaken over a period of at least 2-3 months.

GRM/P4461/DS.3 20 GRM

6 PRELIMINARY GEOTECHNICAL ASSESSMENT

6.1 PRELIMINARY FOUNDATION RECOMMENDATIONS The client has indicated that the proposed development comprises residential housing.

It has been assumed that the residential developments will comprise two to three storey residential housing and three storey apartment blocks, with rear gardens and areas of soft landscaping.

Should the development proposals be altered then the comments/recommendations below will require revising.

It should be noted that the comments/recommendations in the following assessment are based on the findings of this desk study and may not give a true indication of a soils actual engineering properties (i.e. stability, mass structure etc). Prior to development a full ground investigation will be required to confirm the initial recommendations outlined below.

The following information is provided to give an initial indication of the foundation requirements and must be confirmed by physical examination of the ground.

 Foundations should be remote from the direct action of tree roots.  Foundations must not be placed in any non-engineered Made Ground material.  Localised deepening of foundations may be required due to the thickness of Made Ground or other unsuitable strata (e.g. soft ground associated with the area of marshy ground and the stream).  If cohesive strata are recorded during an intrusive investigation, deepening of foundations is likely to be required over the majority of the site due to the influence from trees.  Deepening of foundations due to the influence of trees can be terminated once solid rock strata are encountered.  Based on the anticipated geology we consider that there is a reasonable possibility that suitably designed trench fill foundations (residential) or will be appropriate for the development. Locally a piled solution may be required due to the influence of trees or deep unsuitable material. A full assessment of foundation design can be made when details of the proposed structures are available, and following ground investigation works.  The depth of foundations and likely floor slab design will be determined after physical examination of the ground.  At this stage, Basic radon protection measures are required in all three areas and gas precautions due to the landfill-type gases should be assumed until proven otherwise.  Where in excess of 600mm of unsuitable material (i.e. fill, topsoil, soft clay) is present, insitu suspended floor slabs will be a minimum requirement.  Where the influence of trees dictates deepening of foundations within the heave zone for cohesive strata, and/or where gas precautions are required, fully suspended floor slabs with an appropriate void (beam and block) will be required.

GRM/P4461/DS.3 21 GRM

6.2 SLOPE STABILITY AND RETAINING STRUCTURES The site is generally gently to moderately undulating, and the area surrounding the site is raised up to accommodate the infrastructure. Area 1 is gently to moderately sloping down from west to east forming a basin depression; Area 2 is gently sloping down towards the south east and Area 3 is moderately sloping down towards the south, and has a change in gradient approximately two-thirds of the way down the site area. The embankments along the A6002 and A610 roads range from moderate to steep. Future development should be such that the stability of these embankments is not affected. Therefore, there is potentially a risk of slope instability occurring on the site.

Grading of the site, cut and fill operations, removal of trees/vegetation from existing slopes, interference with drainage around existing slopes or the cutting of the toe or surcharging of the crest of existing slopes may cause instability and failure to occur.

There is a culverted stream passing under a bridged track between Area’s 2 and 3 of the site, and a sluice located on the eastern edge of the pond - which allows water to flow into the culverted stream as it flows across Area 3. An experienced structural engineer should inspect and report on these structures. At this stage, it is not known what impact the stream and associated structures will have on the proposed development.

The present gradients on site are likely to be adjusted by minor earthworks. Future ground profiles may require earth retaining structures, for which further advice may be required when more information is available.

6.3 SOAKAWAY DRAINAGE If potentially contaminated Made Ground is observed during a subsequent ground investigation, the use of soakaways will probably not be allowed by the Environment Agency. Permission from the Environment Agency will be required before exploring this drainage option.

The anticipated Lower Magnesian Limestone strata (Major Aquifer) underlying the majority of the site may be suitable for soakaway drainage. However, as the underlying strata are classified as a Major Aquifer permission would be required from the Environment Agency. Soakaway testing is required to design cost-effective and appropriate soakaways to BRE Digest 365.

6.4 BURIED CONCRETE Using the requirements outlined in ‘BRE Special Digest 1 (2005), Concrete in Aggressive Ground’, the Design Sulphate Class and ACEC Class for buried concrete will need to be established. This takes account of the sulphate and acidic levels in soils and groundwater, and groundwater mobility.

Chemical testing of soils (pH/S04) will be required during a subsequent ground investigation, to determine the concrete requirements for this development.

GRM/P4461/DS.3 22 GRM

GRM/P4461/DS.3 23 GRM

7 FURTHER INVESTIGATION

A Phase II ground investigation, to determine more accurately the effect of the identified hazards on the development, is recommended. Initially, this should include;

 Initial ground investigation comprising trial pits/window sample boreholes to determine the depth, type and strength of suitable founding strata and the extent, depth and variability of any Made Ground,  Geotechnical soils testing of founding strata to assess suitability of buried concrete and volume change potential of any cohesive material,  Chemical analysis of potentially contaminated soils (e.g. Made Ground) to assess the risk to end-users/construction materials, with subsequent leachability/groundwater testing to assess the risk to controlled waters,  Ground gas monitoring program to assess the risk to end-users from ground gases such as methane and carbon dioxide,  If cohesive strata are observed at founding depths, an arboricultural specialist should conduct a tree survey prior to site clearance, which will allow a foundation schedule in accordance with NHBC Standards Chapter 4.2 ‘Building near Trees’ to be produced,  An ecological survey should be undertaken to assess presence, or otherwise, of invasive plants,  Consultation with the Environment Agency may be required for permission to use soakaways. If it is proposed to use this form of drainage, soakaway testing is required to design cost effective and appropriate soakaways to BRE Digest 365,  Flood risk assessment report is required, and consultation with the Environment Agency is considered necessary.

Following your review of this document, we would recommend that a copy of the desk study report should be submitted to the Planning Department of the Local Authority for comment and approval prior to any ground investigation works being undertaken, as this is often a condition of planning.

GRM/P4461/DS.3 24 GRM

8 CONCLUSIONS This desk study assessment has shown that this greenfield site is suitable for the proposed development, assuming compliance with the recommendations contained within this report.

Document prepared by

Kevin Bullock BSc (Engineering Geologist) Reviewed by

Dr T D S Rogers FGS (Senior Geologist) Approved by

Dr W S Peacock FGS CGeol (Director) When required in-house geological, geotechnical, environmental, structural and civil staff helped to produce this document.

GRM/P4461/DS.3 25 A P P E N D I X

A DO NOT SCALE NOTES:

Site Area

GRM Development Solutions Ltd Bretby Business Park, Burton-on-Trent, Staffs, DE15 0YZ Tel: 01283 551249 Fax: 01283 211968 [email protected] www.grm-uk.com CLIENT: Langham Park

PROJECT: Nuthall Roundabout, Junction 26, M1

TITLE: Site Location Plan

SCALE@SIZE : ISSUE: NTS FINAL DESIGN/DRAWN : DATE: KAB 06/03/2008 PROJECT No: DRAWING No: P4461 Figure 1 © GRM Development Solutions Ltd © Crown Copyright. AL 100014100 A P P E N D I X

B DO NOT SCALE NOTES:

GRM Development Solutions Ltd Bretby Business Park, Burton-on-Trent, Staffs, DE15 0YZ Tel: 01283 551249 Fax: 01283 211968 [email protected] www.grm-uk.com CLIENT: Langham Park

PROJECT: Nuthall Roundabout, Junction 26, M1

TITLE: Development Boundary Plan

SCALE@SIZE : ISSUE: NTS FINAL DESIGN/DRAWN : DATE: KAB 06/03/2008 PROJECT No: DRAWING No: P4461 Figure 2 © GRM Development Solutions Ltd © Crown Copyright. AL 100014100 A P P E N D I X

C DO NOT SCALE NOTES:

Mixed Wood /Hawthorn / Elder Slope Direction Fly-Tipping Steep Embankment

Mixed Wood inc Hawthorn Grass/Scrub

Electricity Pole

Mixed Wood GRM Development Solutions Ltd Electricity Pole Fly-Tipping Bretby Business Park, Burton-on-Trent, Staffs, DE15 0YZ Fly-Tipping Tel: 01283 551249 Fax: 01283 211968 Steep Slope [email protected] www.grm-uk.com Electricity Poles Stream Mixed Wood CLIENT: (substation) Soft Ground Langham Park Fly-Tipping Mixed Wood inc Mixed Wood Hawthorn Weir Tree Stumps Brick structure PROJECT: Hawthorn Hedge Gentle Slope with metal cover Nuthall Roundabout, Grass/Scrub Tarmac Track Grass/Scrub Poplar Trees Junction 26, M1

TITLE: Electricity Poles Tree Stumps (substation) Willow Site Observations Plan Culvert Culvert Trees Marshy Ground Mixed Wood Track Bridge SCALE@SIZE : ISSUE: Marsh Stream Pond NTS FINAL Trees Culvert with grill DESIGN/DRAWN : DATE: Mixed Trees/Shrubs KAB 04/2008 2.5m Earth Embankment/Steps PROJECT No: DRAWING No: Mixed Wood Mixed Wood P4461 Figure 3 250mm diameter Pipe – running water © GRM Development Solutions Ltd © Crown Copyright. AL 100014100 A P P E N D I X

D

A P P E N D I X

E Mapping Type Nottinghamshire Nottinghamshire Nottinghamshire Ordnance Survey Plan Ordnance Survey Plan Ordnance Survey Plan Ordnance Survey Plan Supply of Unpublished Survey I Supply of Unpublished Survey I Additional SIMs Additional SIMs Additional SIMs Large-Scale National Grid Data Large-Scale National Grid Data

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Mapping Type Nottinghamshire Nottinghamshire Nottinghamshire Nottinghamshire Ordnance Survey Plan Ordnance Survey Plan Ordnance Survey Plan Ordnance Survey Plan 10K Raster Mapping 10K Raster Mapping

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1879 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for covered the whole of what were co Great Britain. The published date g the surveyed date. Before 1938, a Projection, with independent surve giving rise to significant inaccurac

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details

Published 1885 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for used to update the 1:10,560 maps often some years later than the su were based on the Cassini Project county or group of counties, giving areas. In the late 1940`s, a Provis the 1:10,560 mapping from a num unfinished - with all military camps maps were initially overprinted wit 1:10,000 maps were produced usi The revision process continued un every 10 years or so for urban are

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1900 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for covered the whole of what were co Great Britain. The published date g the surveyed date. Before 1938, a Projection, with independent surve giving rise to significant inaccurac

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1901 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for used to update the 1:10,560 maps often some years later than the su were based on the Cassini Project county or group of counties, giving areas. In the late 1940`s, a Provis the 1:10,560 mapping from a num unfinished - with all military camps maps were initially overprinted wit 1:10,000 maps were produced usi The revision process continued un every 10 years or so for urban are

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1915 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for covered the whole of what were co Great Britain. The published date g the surveyed date. Before 1938, a Projection, with independent surve giving rise to significant inaccurac

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1920 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for used to update the 1:10,560 maps often some years later than the su were based on the Cassini Project county or group of counties, giving areas. In the late 1940`s, a Provis the 1:10,560 mapping from a num unfinished - with all military camps maps were initially overprinted wit 1:10,000 maps were produced usi The revision process continued un every 10 years or so for urban are

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1938 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for used to update the 1:10,560 maps often some years later than the su were based on the Cassini Project county or group of counties, giving areas. In the late 1940`s, a Provis the 1:10,560 mapping from a num unfinished - with all military camps maps were initially overprinted wit 1:10,000 maps were produced usi The revision process continued un every 10 years or so for urban are

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1955 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for used to update the 1:10,560 maps often some years later than the su were based on the Cassini Project county or group of counties, giving areas. In the late 1940`s, a Provis the 1:10,560 mapping from a num unfinished - with all military camps maps were initially overprinted wit 1:10,000 maps were produced usi The revision process continued un every 10 years or so for urban are

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1955 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for covered the whole of what were co Great Britain. The published date g the surveyed date. Before 1938, a Projection, with independent surve giving rise to significant inaccurac

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1967 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for used to update the 1:10,560 maps often some years later than the su were based on the Cassini Project county or group of counties, giving areas. In the late 1940`s, a Provis the 1:10,560 mapping from a num unfinished - with all military camps maps were initially overprinted wit 1:10,000 maps were produced usi The revision process continued un every 10 years or so for urban are

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1969 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for covered the whole of what were co Great Britain. The published date g the surveyed date. Before 1938, a Projection, with independent surve giving rise to significant inaccurac

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1971 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for covered the whole of what were co Great Britain. The published date g the surveyed date. Before 1938, a Projection, with independent surve giving rise to significant inaccurac

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1973 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for used to update the 1:10,560 maps often some years later than the su were based on the Cassini Project county or group of counties, giving areas. In the late 1940`s, a Provis the 1:10,560 mapping from a num unfinished - with all military camps maps were initially overprinted wit 1:10,000 maps were produced usi The revision process continued un every 10 years or so for urban are

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Information Published 1975 Source map sca SUSI maps (Supply of Unpublishe between 1972 and 1977, mainly fo were more of a `work-in-progress' areas on a map. These maps were single moment in time. They were scales.

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Information Published 1975 Source map sca SUSI maps (Supply of Unpublishe between 1972 and 1977, mainly fo were more of a `work-in-progress' areas on a map. These maps were single moment in time. They were scales.

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1984 Source map sca The SIM cards (Ordnance Survey' further, minor editions of mapping between the main editions as an a 1994, and contain detailed informa These maps were produced at bot

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1989 Source map sca The SIM cards (Ordnance Survey' further, minor editions of mapping between the main editions as an a 1994, and contain detailed informa These maps were produced at bot

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1989 Source map sca The SIM cards (Ordnance Survey' further, minor editions of mapping between the main editions as an a 1994, and contain detailed informa These maps were produced at bot

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1983 Source map sca The historical maps shown were re at the scale adopted for England, W the 1:2,500 scale was adopted for used to update the 1:10,560 maps often some years later than the su were based on the Cassini Project county or group of counties, giving areas. In the late 1940`s, a Provis the 1:10,560 mapping from a num unfinished - with all military camps maps were initially overprinted wit 1:10,000 maps were produced usi The revision process continued un every 10 years or so for urban are

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1993 Source map sca 'Large Scale National Grid Data' s 'Survey of Information on Microfilm until 1999. These maps were the f provide detailed information on ho topographic features such as vege 1:2,500 and 1:1,250 scales.

Map Name(s) and D

Historical Map - Se

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 2000 Source map sca The historical maps shown were p 1:10,000 colour raster mapping. T which replaced the old 1:10,000 m is highly detailed showing building all roads, tracks and paths. Road relevant road number and classific includes county, unitary authority,

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 2007 Source map sca The historical maps shown were p 1:10,000 colour raster mapping. T which replaced the old 1:10,000 m is highly detailed showing building all roads, tracks and paths. Road relevant road number and classific includes county, unitary authority,

Map Name(s) and D

Historical Map - Sli

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details SK54SW_Nottingham Mapping Type Nottingham No. Description 84 Administration Buildings (Electric) 90 Mine (Coal)

Russian Map - Slice

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Published 1975 Source map sca These maps were produced by the between 1950 and 1997, and cove The maps are produced at 1:25,00 detailed land use, with colour-code and non-developed areas. Building building uses (such as hospitals, p with a numbered key describing th They were produced by the Russia strategic military sites and transpo invaded the U.K. The detailed info were surveyed using land-based p are mapped.

Map Name(s) and D

Russian Map - Slice

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details A P P E N D I X

F For Borehole information plea accompanied this slice.

A copy of the BGS Borehole O from the Support section of ww

Borehole Map - Slic

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Envirocheck® Report: BGS Boreholes Datasheet

Order Details: Order Number: 24542414_1_1 Customer Reference: P4461 National Grid Reference: 452580, 344040 Slice: A Site Area (Ha): 6.01 Borehole Search Buffer (m): 250 Site Details: Site at 451700, 344000

Client Details: Mr K B GRM Development Solutions Ltd Bretby Business Park Ashby Road Burton-On-Trent Staffordshire DE15 0YZ

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service BGS Boreholes Summary

Page On Site 0 to 250m Data Type Number

BGS Boreholes pg 1 None 5

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 2008. 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.

A copy of the BGS Borehole Ordering Form is available to download from the Support section of www.envirocheck.co.uk.

Report Version v31.0

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service BGS Boreholes Detail

Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

BGS Boreholes 43 BGS Reference: Sk54sw267 A13NW 19 4 452400 Drilled Length (m): 3 (NW) 344150 Borehole Name: Nottm Western Outer Loop Road Bh16 BGS Boreholes 44 BGS Reference: Sk54sw265 A13SW 54 4 452290 Drilled Length (m): 4 (W) 344040 Borehole Name: Nottm Western Outer Loop Road Bh15 BGS Boreholes 45 BGS Reference: Sk54sw268 A13NW 73 4 452520 Drilled Length (m): 6 (N) 344310 Borehole Name: Nottm Western Outer Loop Road Bh17 BGS Boreholes 46 BGS Reference: Sk54sw266 A12SE 182 4 452210 Drilled Length (m): 2 (W) 343920 Borehole Name: Nottm Western Outer Loop Road Bh15a BGS Boreholes 47 BGS Reference: Sk54sw200 A13NW 231 4 452330 Drilled Length (m): Not Supplied (NW) 344400 Borehole Name: Number Not Used

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Page 1 of 2 Data Currency and Contact Details

BGS Boreholes Version Update Cycle

BGS Boreholes British Geological Survey - National Geoscience Information Service January 2008 Quarterly

Contact Details Contact Logo

4 British Geological Survey - Enquiry Service British Geological Survey, Kingsley Dunham Centre, Keyworth, Nottingham, Nottinghamshire, NG12 5GG Telephone: 0115 936 3143 Fax: 0115 936 3276 Email: [email protected] Website: www.bgs.ac.uk

- Landmark Information Group Limited The Smith Centre, Henley On Thames, Oxfordshire, RG9 6AB Telephone: 0870 850 6670 Fax: 0870 850 6671 Email: [email protected] Website: www.landmarkinfo.co.uk

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Page 2 of 2

A P P E N D I X

G Envirocheck® Report: Datasheet

Order Details: Order Number: 24542414_1_1 Customer Reference: P4461 National Grid Reference: 452580, 344040 Slice: A Site Area (Ha): 6.01 Search Buffer (m): 1000 Site Details: Site at 451700, 344000

Client Details: Mr K B GRM Development Solutions Ltd Bretby Business Park Ashby Road Burton-On-Trent Staffordshire DE15 0YZ

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Contents

Report Section Page Number

Summary -

Agency & Hydrological 1

Waste 6

Hazardous Substances -

Geological 8

Industrial Land Use 11

Sensitive Land Use 12

Data Currency 13

Data Suppliers 19

Useful Contacts 20

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 2008. 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 v31.0

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 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 1 1

Enforcement and Prohibition Notices

Integrated Pollution Controls

Integrated Pollution Prevention And Control

Local Authority Integrated Pollution Prevention And Control

Local Authority Pollution Prevention and Controls pg 1 3

Local Authority Pollution Prevention and Control Enforcements

Nearest Surface Water Feature pg 1 Yes

Pollution Incidents to Controlled Waters pg 2 1 2 9

Prosecutions Relating to Authorised Processes pg 4 1

Prosecutions Relating to Controlled Waters

Registered Radioactive Substances

River Quality pg 4 1

River Quality Biology Sampling Points

River Quality Chemistry Sampling Points

Substantiated Pollution Incident Register

Water Abstractions pg 4 (*3)

Water Industry Act Referrals

Groundwater Vulnerability pg 4 Yes n/a n/a n/a

Source Protection Zones pg 5 1

Extreme Flooding from Rivers or Sea without Defences pg 5 Yes n/a n/a

Flooding from Rivers or Sea without Defences pg 5 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 6 2

Historical Landfill Sites pg 6 2

Integrated Pollution Control Registered Waste Sites

Licensed Waste Management Facilities (Landfill Boundaries)

Licensed Waste Management Facilities (Locations) pg 6 1

Local Authority Recorded Landfill Sites

Registered Landfill Sites

Registered Waste Transfer Sites pg 7 1

Registered Waste Treatment or Disposal Sites

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 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)

Explosive Sites

Notification of Installations Handling Hazardous Substances (NIHHS)

Planning Hazardous Substance Consents

Planning Hazardous Substance Enforcements Geological

BGS Recorded Mineral Sites pg 8 2 8

BGS 1:625,000 Solid Geology pg 9 Yes n/a n/a n/a

Brine Compensation Areas n/a n/a n/a

Coal Mining Affected Areas pg 9 Yes n/a n/a n/a

Mining Instability pg 9 Yes n/a n/a n/a

Natural and Mining Cavities

Potential for Collapsible Ground Stability Hazards n/a n/a

Potential for Compressible Ground Stability Hazards pg 9 Yes n/a n/a

Potential for Ground Dissolution Stability Hazards pg 10 Yes n/a n/a

Potential for Landslide Ground Stability Hazards pg 10 Yes Yes n/a n/a

Potential for Running Sand Ground Stability Hazards pg 10 Yes n/a n/a

Potential for Shrinking or Swelling Clay Ground Stability Hazards Yes n/a n/a

Radon Potential - Radon Affected Areas pg 10 Yes n/a n/a n/a

Radon Potential - Radon Protection Measures pg 10 Yes n/a n/a n/a

Shallow Mining Hazards n/a n/a Industrial Land Use

Contemporary Trade Directory Entries pg 11 3 n/a n/a

Fuel Station Entries pg 11 2

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 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 pg 12 1 1

Areas of Unadopted Green Belt pg 12 1

Areas of Outstanding Natural Beauty

Environmentally Sensitive Areas

Forest Parks

Local Nature Reserves pg 12 1

Marine Nature Reserves

National Nature Reserves

National Parks

Nitrate Sensitive Areas

Nitrate Vulnerable Zones pg 12 1

Ramsar Sites

Sites of Special Scientific Interest pg 12 1

Special Areas of Conservation

Special Protection Areas

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Agency & Hydrological

Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

Discharge Consents 1 Operator: Severn Trent Water Limited A12SE 285 1 452100 Property Type: Sewerage Network - Pumping Station - Water Company (W) 343900 Location: Hempshill Hall Estate - Sws, Nothall, Nottingham Authority: Environment Agency, Midlands Region Catchment Area: Uncategorised Lower Trent Reference: T/63/02691/O Permit Version: 1 Effective Date: 11th February 1970 Issued Date: 11th February 1970 Revocation Date: 2nd April 2000 Discharge Type: Discharge Of Other Matter-Surface Water Discharge Freshwater Stream/River Environment: Receiving Water: River Leen Status: Revoked (Water Resources Act 1991, Section 88 & Schedule 10 as amended by Environment Act 1995) Positional Accuracy: Located by supplier to within 100m Discharge Consents 2 Operator: British Coal Corporation A14SE 540 1 453300 Property Type: Not Given (E) 343750 Location: Babbington Colliery, NOTTINGHAM Authority: Environment Agency, Midlands Region Catchment Area: Not Given Reference: DT/5712/1 Permit Version: Not Supplied Effective Date: Not Supplied Issued Date: 24th May 1963 Revocation Date: Not Supplied Discharge Type: Trade Discharge - Mineral Workings Discharge Freshwater Stream/River Environment: Receiving Water: River Leen Status: Not Supplied Positional Accuracy: Located by supplier to within 100m Local Authority Pollution Prevention and Controls 3 Name: St. Mary'S Service Station A9NW 558 2 453233 Location: Nottingham Road, Nuthall, NOTTINGHAM, Nottinghamshire, NG16 1BD (SE) 343590 Authority: Broxtowe Borough Council, Environmental Health Department Permit Reference: 11/98 Dated: 31st December 1998 Process Type: Local Authority Air Pollution Control Description: PG1/14 Petrol filling station Status: Authorised Positional Accuracy: Manually positioned to the address or location Local Authority Pollution Prevention and Controls 4 Name: Vic Fearn & Co Ltd A19NE 911 3 453314 Location: Crabtree Mill, Hempshill Lane, Bulwell, NOTTINGHAM, Nottinghamshire, (NE) 344756 NG6 8PF Authority: Nottingham City Council, Environmental Health Department Permit Reference: 6.50.202/1 Dated: 1st June 1993 Process Type: Local Authority Pollution Prevention and Control Description: PG6/33 Wood coating Status: Permitted Positional Accuracy: Automatically positioned to the address Local Authority Pollution Prevention and Controls 4 Name: Vic Fearn & Co Ltd A19NE 911 3 453314 Location: Crabtree Mill, Hempshill Lane, Bulwell, NOTTINGHAM, Nottinghamshire, (NE) 344756 NG6 8PF Authority: Nottingham City Council, Environmental Health Department Permit Reference: 6.70.107/1 Dated: 1st May 1993 Process Type: Local Authority Pollution Prevention and Control Description: PG6/2 Manufacture of timber and wood-based products Status: Permitted Positional Accuracy: Automatically positioned to the address Nearest Surface Water Feature A13SW 0 - 452413 (W) 344052

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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

Pollution Incidents to Controlled Waters 5 Property Type: Water Company Sewage: Foul Sewer A8NW 240 1 452400 Location: 40 Gloucester Avenue, Nutthall , NOTTINGHAM (SW) 343700 Authority: Environment Agency, Midlands Region Pollutant: Sewage Debris/Litter Note: None Affected; Watercourse Is Cloudy At Times; 1 Sanitary Towel Incident Date: 7th September 1998 Incident Reference: 2805068 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 6 Property Type: Miscellaneous Premises: Unknown A8NE 441 1 452900 Location: 38 Gloucester Avenue, NUTHALL (SE) 343500 Authority: Environment Agency, Midlands Region Pollutant: Other Sewage Note: Amenity Affected; Smell Of Sewage In Watercourse At Bottom Of Garden Incident Date: 19th April 1998 Incident Reference: 2804344 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 6 Property Type: Miscellaneous Premises: Unknown A8NE 446 1 452900 Location: Bottom Of 44 Gloucester Avenue, NUTHALL (SE) 343495 Authority: Environment Agency, Midlands Region Pollutant: Miscellaneous - Unknown Note: None Affected; Grey Discolouration Incident Date: 16th May 1998 Incident Reference: 2804495 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 7 Property Type: Miscellaneous Premises: Unknown A9NW 504 1 452950 Location: 38 Glouster Avenue, NUTHALL, Nottinghamshire (SE) 343450 Authority: Environment Agency, Midlands Region Pollutant: Crude Sewage Note: Amenity Affected; Polluted By Sewage Incident Date: 8th August 1998 Incident Reference: 2804892 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 8 Property Type: Fire Water A18SE 550 1 452800 Location: Hempshill Lane, BULWELL (N) 344700 Authority: Environment Agency, Midlands Region Pollutant: Miscellaneous - Foam Note: Other Affected; 50 Litre Foam Concentrate - Van Fire Incident Date: 2nd May 1998 Incident Reference: 2804437 Catchment Area: Trent Catchment : River Lean Receiving Water: Not Given Cause of Incident: Fire Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 9 Property Type: Private Sewage (Non-PLC): Foul Sewer A12NW 649 1 451800 Location: Field Oulets, Spring Lane, NUTHALL (NW) 344400 Authority: Environment Agency, Midlands Region Pollutant: Crude Sewage Note: Effluent In Dyke; Public Water Supply Effected Incident Date: 2nd February 1998 Incident Reference: 2803952 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Wrong Connection Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m

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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

Pollution Incidents to Controlled Waters 10 Property Type: Water Company Sewage: Foul Sewer A8SW 747 1 452500 Location: Broxtowe Country Park (S) 343150 Authority: Environment Agency, Midlands Region Pollutant: Crude Sewage Note: Asarts Bk.; Blocked Foul Sewer Discharging To W/C; Amenity Affected Incident Date: 22nd December 1995 Incident Reference: 2800059 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Blocked Sewer Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 10 Property Type: Water Company Sewage: Foul Sewer A8SW 752 1 452505 Location: Broxtowe Country Park (S) 343145 Authority: Environment Agency, Midlands Region Pollutant: Sewage Debris/Litter Note: Assarts Brook; Sewage/Gross Solids; Amenity Affected Incident Date: 1st December 1995 Incident Reference: 2800254 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Blocked Sewer Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 10 Property Type: Miscellaneous Premises: Unknown A8SW 752 1 452500 Location: Broxtowe Country Park, Assarts Brook (S) 343145 Authority: Environment Agency, Midlands Region Pollutant: Unknown Sewage Note: Assarts Brook; Grey Discol/Sewage Fungus/Fat Solids; Amenity Affected Incident Date: 30th October 1995 Incident Reference: 1800451 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 11 Property Type: Road (Road Traffic Accident) A10NW 874 1 453600 Location: A610 Cinderhill Island, Junction 26 Off M1, NOTTINGHAM (SE) 343600 Authority: Environment Agency, Midlands Region Pollutant: Organic Wastes: Animal Carcasses Note: Lorry Load Overturned 18 Tons Animal Offal To Drain; No Adverse Effects Incident Date: 18th February 1998 Incident Reference: 2804033 Catchment Area: Trent Catchment : River Lean Receiving Water: Not Given Cause of Incident: Other Incident/Unknown Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 12 Property Type: Road (Road Traffic Accident) A19NE 941 1 453300 Location: Howfield Crescent, Crabtree Estate, Bullwell (NE) 344800 Authority: Environment Agency, Midlands Region Pollutant: Oils - Petrol Note: 25Litres Petrol To Drains; Other Adverse Effects Incident Date: 26th March 1998 Incident Reference: 2804238 Catchment Area: Trent Catchment : River Lean Receiving Water: Watercourse Cause of Incident: Miscellaneous/Other Pollution Type Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m Pollution Incidents to Controlled Waters 13 Property Type: Miscellaneous Premises: Unknown A15NW 965 1 453750 Location: Leen Valley Hse, Cinderhill Road (E) 344230 Authority: Environment Agency, Midlands Region Pollutant: Chemicals - Paints / Dyes Note: River Leen; Blue Paint To Pond; Amenity Affected Incident Date: 10th May 1996 Incident Reference: 2800657 Catchment Area: Trent Catchment : River Lean Receiving Water: Pond/Lake Cause of Incident: Vandalism Incident Severity: Category 3 - Minor Incident Positional Accuracy: Located by supplier to within 100m

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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

Prosecutions Relating to Authorised Processes 14 Location: Millenium Way East, Nottingham, Ng8 6ar A14SE 708 1 453512 Prosecution Text: Failure to comply with the packaging waste regulations (E) 343872 Prosecution Act: Pro97 Hearing Date: 24th October 2005 Verdict: Guilty Fine: 1800 Costs: 1317 Positional Accuracy: Manually positioned to the road within the address or location River Quality Name: Hempshill Bk A13SW 11 1 452535 GQA Grade: River Quality B (S) 343894 Reach: Rd Br At Nuthall To R. Leen Estimated Distance 3.7 (km): Flow Rate: Flow less than 0.31 cumecs Flow Type: River Year: 2000 Water Abstractions Operator: Toray Textiles Europe Ltd A15NE 1333 1 454130 Licence Number: 03/28/63/0065 (E) 344210 Permit Version: 100 Location: Leonard Street - Borehole 1 Authority: Environment Agency, Midlands Region Abstraction: Textiles And Leather: Process Water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Leonard Street - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 23rd November 1989 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Water Abstractions Operator: Toray Textiles Europe Ltd (E) 1496 1 454310 Licence Number: 03/28/63/0065 344040 Permit Version: 100 Location: Leonard Street - Borehole 2 Authority: Environment Agency, Midlands Region Abstraction: Textiles And Leather: Process Water Abstraction Type: Water may be abstracted from a single point Source: Groundwater Daily Rate (m3): Not Supplied Yearly Rate (m3): Not Supplied Details: Leonard Street - Boreholes Authorised Start: 01 April Authorised End: 31 March Permit Start Date: 23rd November 1989 Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 10m Water Abstractions Operator: E R Trotman Ltd (E) 1879 1 454590 Licence Number: 03/28/63/01011 343380 Permit Version: Not Supplied Location: Bagnall Road, NOTTINGHAM Authority: Environment Agency, Midlands Region Abstraction: Industrial Processing ( Miscellaneous) Abstraction Type: Not Supplied Source: Groundwater Daily Rate (m3): 1200 Yearly Rate (m3): 386400 Details: Not Supplied Authorised Start: Not Supplied Authorised End: Not Supplied Permit Start Date: Not Supplied Permit End Date: Not Supplied Positional Accuracy: Located by supplier to within 100m Groundwater Vulnerability Geological Major Aquifer (Highly permeable) - These are highly permeable formations A13NE 0 1 452655 Classification: usually with a known or probable presence of significant fracturing. They may (NE) 344154 be highly productive and able to support large abstractions for public water supply and other purposes Soil Classification: Soils of High Leaching Potential (U) - Soil information for restored mineral workings and urban areas is based on fewer observations than elsewhere. A worst case vulnerability classification (H) assumed, until proved otherwise Map Sheet: Sheet 18 Nottinghamshire Scale: 1:100,000

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Groundwater Vulnerability Geological Major Aquifer (Highly permeable) - These are highly permeable formations A13NW 0 1 452353 Classification: usually with a known or probable presence of significant fracturing. They may (W) 344083 be highly productive and able to support large abstractions for public water supply and other purposes Soil Classification: Soils of High Leaching Potential (H3)- Coarse textured or moderately shallow soils which readily transmit non-absorbed pollutants and liquid discharges but which have some ability to attenuate absorbed pollutants because of their large clay or organic matter contents Map Sheet: Sheet 18 Nottinghamshire Scale: 1:100,000 Drift Deposits None Source Protection Zones 15 Name: Various A13NE 112 1 452681 Source: Environment Agency, Head Office (NE) 344199 Reference: Not Supplied Type: Zone III (Total Catchment): The total area needed to support the discharge from the protected groundwater source. Extreme Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial A13SE 0 1 452740 Boundary Accuracy: As Supplied (SE) 343960 Extreme Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial A13SW 0 1 452540 Boundary Accuracy: As Supplied (SW) 343975 Flooding from Rivers or Sea without Defences Flood Plain Type: Fluvial A13SE 0 1 452740 Boundary Accuracy: As Supplied (SE) 343960 Areas Benefiting from Flood Defences None Flood Water Storage Areas None Flood Defences None

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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

BGS Recorded Landfill Sites 16 Site Name: Broxstowe Tip A8SW 620 4 452535 Location: Broxstowe, NOTTINGHAM, Nottinghamshire (S) 343274 Authority: British Geological Survey, National Geoscience Information Service Ground Water: Information not available Surface Water: Information not available Geology: N/A Positional Accuracy: Positioned by the supplier Boundary Accuracy: Derived BGS Recorded Landfill Sites 17 Site Name: Sankeys Quarry A19NW 898 4 452938 Location: Hempshill Lane, BULWELL, Notts (N) 345023 Authority: British Geological Survey, National Geoscience Information Service Ground Water: Information not available Surface Water: Information not available Geology: N/A Positional Accuracy: Positioned by the supplier Boundary Accuracy: Moderate Historical Landfill Sites 18 Licence Holder: Nottingham City Council A8SW 784 1 452384 Location: Broxstowe, Nottingham, Nottinghamshire (S) 343135 Name: Broxtowe Tip Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD22245 First Input Date: 28th February 1972 Last Input Date: 31st December 1975 Specified Waste Deposited Waste included Inert, Industrial, Commercial and Household Type: Waste, and Liquid Sludge EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: 3000/0152 BGS Ref: 1230 Other Ref: 5/U/3/54SW Historical Landfill Sites 19 Licence Holder: Not Supplied A19NW 898 1 452938 Location: Hempshill Lane, Bulwell, Nottinghamshire (N) 345023 Name: Sankeys Quarry Operator Location: Not Supplied Boundary Accuracy: As Supplied Provider Reference: EAHLD31300 First Input Date: 31st May 1969 Last Input Date: Not Supplied Specified Waste Deposited Waste included Inert Waste Type: EA Waste Ref: Not Supplied Regis Ref: Not Supplied WRC Ref: Not Supplied BGS Ref: 1229 Other Ref: Not Supplied Licensed Waste Management Facilities (Locations) 20 Licence Number: 43056 A10NW 933 1 453692 Location: 137 Rear Of Cinderhill Road, Bulwell, Nottingham, NG6 8EE (E) 343676 Operator Name: H B Insulations Nottinghamshire Ltd Operator Location: 137 Rear Of Cinderhill Road, Bulwell, Nottingham, NG6 8EE Authority: Environment Agency - Midlands Region, Lower Trent Area Site Category: Special Waste Transfer Stations Licence Status: Surrendered Issued: 21st June 1985 Last Modified: Not Supplied Expires: Not Supplied Suspended: Not Supplied Revoked: Not Supplied Surrendered: 31st October 2000 IPPC Reference: Not Supplied Positional Accuracy: Located by supplier to within 10m Local Authority Landfill Coverage Name: Broxtowe Borough Council 0 2 452579 - Has no landfill data to supply 344056 Local Authority Landfill Coverage Name: Nottingham City Unitary Council 0 11 452579 - Has no landfill data to supply 344056 Local Authority Landfill Coverage Name: Nottinghamshire County Council 0 12 452579 - Has no landfill data to supply 344056

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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

Registered Waste Transfer Sites 21 Licence Holder: H.B. Insulation (Nottingham) Ltd A10NW 933 1 453690 Licence Reference: 6/84/146/54SW/M1 (E) 343670 Site Location: Cinderhill Road (Rear Of), Bulwell, Nottingham, Nottinghamshire, Ng8 6ee Operator Location: The Depot at Winterton Rise, Bestwood, NOTTINGHAM, Nottinghamshire, NG5 5NR Authority: Environment Agency - Midlands Region, Lower Trent Area Site Category: Transfer Max Input Rate: Very Small (Less than 10,000 tonnes per year) Waste Source Waste produced/controlled by licence holder Restrictions: Licence Status: Licence has completion certificateSurrendered Dated: 21st June 1985 Preceded By Not Given Licence: Superseded By Not Given Licence: Positional Accuracy: Located by supplier to within 100m Boundary Quality: Not Supplied Authorised Waste Asbestos Max.Storage No.Of Lockable Skips

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Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

BGS Recorded Mineral Sites 22 Site Name: Hempshill Colliery A18SE 281 4 452645 Location: Hempshill Vale, Nottingham (N) 344480 Source: British Geological Survey, National Geoscience Information Service Reference: 27066 Type: Underground Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Carboniferous Geology: Pennine Middle Coal Measures Formation Commodity: Coal - Deep Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 23 Site Name: Nuthall Sand Quarry A14NW 337 4 452930 Location: Hempshill Vale, Nottingham (NE) 344315 Source: British Geological Survey, National Geoscience Information Service Reference: 12041 Type: Opencast Status: Ceased Operator: Stanton Ironworks Co Ltd Operator Location: Stanton, Derbyshire Periodic Type: Permian, Triassic Geology: Lenton Sandstone Formation, Sherwood Sandstone Group Commodity: Silica Sand Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 24 Site Name: Babbington Colliery A14SE 520 4 453270 Location: Cinderhill, Nottingham (SE) 343730 Source: British Geological Survey, National Geoscience Information Service Reference: 12023 Type: Underground Status: Ceased Operator: Ncb North Derbyshire Area Operator Location: Bolsover, Chesterfield, Derbyshire, S44 6aa Periodic Type: Carboniferous Geology: Coal Measures Commodity: Coal - Deep Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 25 Site Name: Cinderhill Bickworks A14NE 534 4 453325 Location: Hempshill Vale, Nottingham (E) 344150 Source: British Geological Survey, National Geoscience Information Service Reference: 12043 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Permian Geology: Edlington Formation Commodity: Common Clay and Shale Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 26 Site Name: Cinderhill Colliery No 6 Pit A14NE 545 4 453310 Location: Cinderhill, Nottingham (E) 344220 Source: British Geological Survey, National Geoscience Information Service Reference: 27065 Type: Underground Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Carboniferous Geology: Pennine Middle Coal Measures Formation Commodity: Coal - Deep Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 27 Site Name: Cinderhill Brickworks A14SE 666 4 453475 Location: Cinderhill, Nottingham (E) 343905 Source: British Geological Survey, National Geoscience Information Service Reference: 12022 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Permian Geology: Edlington Formation Commodity: Common Clay and Shale Positional Accuracy: Located by supplier to within 10m

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Page 8 of 21 Geological

Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

BGS Recorded Mineral Sites 28 Site Name: Nuthall Sand Quarry A19SW 688 4 453060 Location: Hempshill Vale, Nottingham (NE) 344665 Source: British Geological Survey, National Geoscience Information Service Reference: 12042 Type: Opencast Status: Ceased Operator: Stanton Ironworks Co Ltd Operator Location: Stanton, Derbyshire Periodic Type: Permian, Triassic Geology: Lenton Sandstone Formation, Sherwood Sandstone Group Commodity: Silica Sand Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 29 Site Name: Nuthall Wood Engine Pit A7NW 904 4 451685 Location: Nuthall, Nottingham (SW) 343415 Source: British Geological Survey, National Geoscience Information Service Reference: 27063 Type: Underground Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Carboniferous Geology: Pennine Coal Measures Group Commodity: Coal - Deep Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 30 Site Name: Cinderhill Road A15SW 926 4 453740 Location: Cinderhill, Nottingham (E) 344025 Source: British Geological Survey, National Geoscience Information Service Reference: 12024 Type: Opencast Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Permian Geology: Cadeby Formation (Lower Magnesian Limestone) Commodity: Dolomite Positional Accuracy: Located by supplier to within 10m BGS Recorded Mineral Sites 31 Site Name: Broxtowe Colliery No 1 A3NW 985 4 452335 Location: Broxtowe, Nottingham (S) 342940 Source: British Geological Survey, National Geoscience Information Service Reference: 27064 Type: Underground Status: Ceased Operator: Unknown Operator Operator Location: Not Supplied Periodic Type: Carboniferous Geology: Pennine Coal Measures Group Commodity: Coal - Deep Positional Accuracy: Located by supplier to within 10m BGS 1:625,000 Solid Geology Description: Magnesian Limestone (Permian) A13SW 0 4 452452 (SW) 343930 BGS 1:625,000 Solid Geology Description: Permian mudstones (including Middle and Upper Marls, Eden and St Bees A13SW 0 4 452452 shales) (SW) 343930 Coal Mining Affected Areas Description: In an area which may be affected by coal mining activity. It is recommended (S) 0 5 452575 that a coal mining report is obtained from the Coal Authority. Contact details 337000 are included in the Useful Contacts section of this report. Mining Instability Mining Evidence: Inconclusive Coal Mining (SE) 0 - 456500 Source: Ove Arup & Partners 341500 Boundary Quality: As Supplied Potential for Collapsible Ground Stability Hazards No Hazard Potential for Compressible Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 4 452550 Source: British Geological Survey, National Geoscience Information Service (S) 343975 Potential for Compressible Ground Stability Hazards Hazard Potential: Moderate A13SW 0 4 452550 Source: British Geological Survey, National Geoscience Information Service (S) 343975

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Page 9 of 21 Geological

Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

Potential for Ground Dissolution Stability Hazards Hazard Potential: No Hazard A13NE 0 4 452625 Source: British Geological Survey, National Geoscience Information Service (NE) 344150 Potential for Ground Dissolution Stability Hazards Hazard Potential: Very Low A14SW 135 4 452950 Source: British Geological Survey, National Geoscience Information Service (E) 344000 Potential for Landslide Ground Stability Hazards Hazard Potential: Very Low A13SE 0 4 452825 Source: British Geological Survey, National Geoscience Information Service (E) 344050 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A13SE 56 4 452825 Source: British Geological Survey, National Geoscience Information Service (E) 344050 Potential for Landslide Ground Stability Hazards Hazard Potential: Moderate A13SE 86 4 452900 Source: British Geological Survey, National Geoscience Information Service (E) 344025 Potential for Landslide Ground Stability Hazards Hazard Potential: Low A14SW 136 4 452950 Source: British Geological Survey, National Geoscience Information Service (E) 344025 Potential for Running Sand Ground Stability Hazards Hazard Potential: Low A13SW 0 4 452550 Source: British Geological Survey, National Geoscience Information Service (S) 343975 Potential for Running Sand Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 4 452550 Source: British Geological Survey, National Geoscience Information Service (S) 343975 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13SW 0 4 452550 Source: British Geological Survey, National Geoscience Information Service (S) 343975 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A13NW 0 4 452575 Source: British Geological Survey, National Geoscience Information Service (N) 344125 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: Very Low A13SW 0 4 452550 Source: British Geological Survey, National Geoscience Information Service (S) 343975 Potential for Shrinking or Swelling Clay Ground Stability Hazards Hazard Potential: No Hazard A13NE 60 4 452650 Source: British Geological Survey, National Geoscience Information Service (NE) 344175 Radon Potential - Radon Affected Areas Affected Area: The property is in a radon affected area, as between 3 and 5% of homes are A13NE 0 4 452675 above the action level (NE) 344175 Source: British Geological Survey, National Geoscience Information Service Radon Potential - Radon Protection Measures Protection Measure: Basic radon protective measures are necessary in the construction of new A13NE 0 4 452675 dwellings or extensions (NE) 344175 Source: British Geological Survey, National Geoscience Information Service Shallow Mining Hazards No Hazard

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Page 10 of 21 Industrial Land Use

Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

Contemporary Trade Directory Entries 32 Name: Pressed Express A12NE 149 - 452197 Location: 105, Nottingham Road, Nuthall, Nottingham, NG16 1DN (W) 344070 Classification: Ironing & Home Laundry Services Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 33 Name: Dial-A-Dry Cleaning Service A13NE 237 - 452762 Location: 16, Bean Close, Nottingham, NG6 7AW (NE) 344299 Classification: Cleaning Services - Domestic Status: Active Positional Accuracy: Automatically positioned to the address Contemporary Trade Directory Entries 34 Name: Field Boxmore A14SW 238 - 453013 Location: Millennium Way West, Nottingham, NG8 6AW (SE) 343848 Classification: Boxes & Cartons Status: Active Positional Accuracy: Automatically positioned to the address Fuel Station Entries 35 Name: Malthurst St Marys Connect A9NW 560 - 453233 Location: Nuthall Road, Cinderhill, NOTTINGHAM, Nottinghamshire, NG8 6AX (SE) 343586 Brand: BP Premises Type: Petrol Station Status: Open Positional Accuracy: Manually positioned to the address or location Fuel Station Entries 36 Name: Pace Woodhouse A7SW 999 - 451652 Location: Woodhouse Way, Nuthall, Nottingham, NG16 1RQ (SW) 343304 Brand: Texaco Premises Type: Petrol Station Status: Open Positional Accuracy: Automatically positioned to the address

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Page 11 of 21 Sensitive Land Use

Quadrant Estimated Map Reference Details Distance Contact NGR ID (Compass Direction) From Site

Areas of Adopted Green Belt 37 Authority: Broxtowe Borough Council A13NW 0 6 452434 Plan Name: Broxtowe Local Plan (NW) 344158 Status: Adopted Plan Date: 30th September 2004 Areas of Adopted Green Belt 38 Authority: Nottingham City Council A18NE 787 7 452727 Plan Name: Nottingham Local Plan (N) 344993 Status: Adopted Plan Date: 22nd October 1997 Areas of Unadopted Green Belt 39 Authority: Nottingham City Council A23SW 997 7 452548 Plan Name: Nottingham Local Plan Review (N) 345237 Status: Revised Deposit Draft Plan Date: 31st January 2003 Local Nature Reserves 40 Name: Sellars Wood A23SW 990 9 452428 Multiple Area: N (N) 345228 Area (m2): 138811.51 Source: Natural England Designation Date: 4th December 2003 Nitrate Vulnerable Zones 41 Name: Not Supplied (W) 0 10 450000 Description: Surface Water and Groundwater 344041 Source: Department for Environment, Food and Rural Affairs (DEFRA - formerly FRCA) Sites of Special Scientific Interest 42 Name: Sellers Wood A23SW 990 9 452428 Multiple Area: N (N) 345228 Area (m2): 138811.51 Source: Natural England Reference: 1001822 Designation Details: Local Nature Reserve Designation Date: 1st December 1983 Date Type: Notified

Order Number: 24542414_1_1 Date: 02-Mar-2008 rpr_ec_datasheet v31.0 A Landmark Information Group Service Page 12 of 21 Site Sensitivity Map

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Plot Buffer (m): 1 Site Details Site Sensitivity Map

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Flood Map - Slice A

Order Details Order Number: 2 Customer Ref: P National Grid Reference: 4 Slice: A Site Area (Ha): 6 Search Buffer (m): 1 Site Details Groundwater Vulnerability - Slice A

Order Details Order Number: 24542414_1_1 Customer Ref: P4461 National Grid Reference: 452580, 344040 Slice: A Site Area (Ha): 6.01 Search Buffer (m): 1000 Site Details Site at 451700, 344000

Tel: 0870 850 6670 Fax 0870 850 6671 Web: www.envirocheck.co.uk

A Landmark Information Group Service v29.0 02-Mar-2008 Page 1 of 3 Source Protection Zones - Slice A

Order Details Order Number: 24542414_1_1 Customer Ref: P4461 National Grid Reference: 452580, 344040 Slice: A Site Area (Ha): 6.01 Search Buffer (m): 1000 Site Details Site at 451700, 344000

Tel: 0870 850 6670 Fax 0870 850 6671 Web: www.envirocheck.co.uk

A Landmark Information Group Service v29.0 02-Mar-2008 Page 2 of 3 Sensitive Land Uses - Slice A

Order Details Order Number: 24542414_1_1 Customer Ref: P4461 National Grid Reference: 452580, 344040 Slice: A Site Area (Ha): 6.01 Search Buffer (m): 1000 Site Details Site at 451700, 344000

Tel: 0870 850 6670 Fax 0870 850 6671 Web: www.envirocheck.co.uk

A Landmark Information Group Service v29.0 02-Mar-2008 Page 3 of 3 A P P E N D I X

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NOTES: DO NOT SCALE CLIENT: TITLE: SCALE@SIZE : ISSUE: NTS FINAL Langham Park DESIGN/DRAWN : DATE: Historical Mining Plans KAB March 2008 PROJECT: Extract of Plan No 8 - Deep PROJECT No: DRAWING No:

Junction 26, Soft Seam (1954). P4461 1 Bretby Business Park, Nuthall Roundabout. Burton-on-Trent, Staffs, DE15 0YZ © Ground Risk Management Ltd Tel: 01283 551249 Fax: 01283 211968 © Crown Copyright. AL 100014100 [email protected] www.grm-uk.com N

NOTES: DO NOT SCALE CLIENT: TITLE: SCALE@SIZE : ISSUE: NTS FINAL Langham Park Historical Mining Plan DESIGN/DRAWN : DATE: Extract of Plan No 9 - Deep KAB March 2008 PROJECT: Soft Seam (1954). PROJECT No: DRAWING No: Junction 26, P4461 2 Bretby Business Park, Nuthall Roundabout. Burton-on-Trent, Staffs, DE15 0YZ © Ground Risk Management Ltd Tel: 01283 551249 Fax: 01283 211968 © Crown Copyright. AL 100014100 [email protected] www.grm-uk.com